Valencia Water Control District

Agenda August 8, 2023

AGENDA

VALENCIA WATER CONTROL DISTRICT
NOTICE OF MEETING OF
BOARD OF SUPERVISORS

Please be advised that the Meeting of the Board of Supervisors of Valencia Water Control District will be held on Tuesday, August 8, 2023 at 1:00 P.M. in the Lake Ridge Village Clubhouse, 10630 Larissa Street (Directions listed below). Attached is an Agenda for the meeting.

George S. Flint, District Director

DIRECTIONS TO MEETING:
From Orlando go West on 1-4 to the Beach Line Expressway (528); go east past International Drive to Orangewood Blvd.; Go South on Orangewood Blvd., through 4- way stop at Gateway, tum left on Larissa Street. Proceed to Lake Ridge Village Clubhouse on right.

DISTRIBUTION

Roy Miller; William Ingle; Debra Donton; Brian Andrelczyk; Amanda Whitney; David
E. Mahler; Stephen F. Broome; Green Briar Village Clubhouse; Lake Ridge Village Clubhouse; Lime Tree Village Clubhouse; Montpelier Village Clubhouse; Parkview Pointe Village Clubhouse; Somerset Village Clubhouse; Deer Creek Village Clubhouse; Wingate Club; Lyle Spector, WHOA; and Tom Johnson, Orangewood HOA; Roy Miller, Waterview HOA; and Ken Lafrance, Windsor Walk.

"Persons are advised that if they decide to appeal any decisions made at these meetings/hearings, they will need a record of the proceedings and for such purpose they may need to ensure that a verbatim record of the proceedings is made which includes the testimony and evidence upon which the appeal is to be based, per section 298.0105, Florida Statutes. "

"In accordance with the Americans with Disabilities Act, persons with disabilities needing a special accommodation should contact Valencia Water Control District at
(407) 841-5524 x 101, not later than forty-eight hours prior to the meeting."

AGENDA

August 8, 2023

VALENCIA WATER CONTROL DISTRICT BOARD OF SUPERVISORS MEETING
1 P.M.

LAKE RIDGE VILLAGE CLUBHOUSE 10630 LARISSA STREET
WILLIAMSBURG, ORLANDO, FLORIDA 32821

Item

Call Meeting to Order

Public Comment Period

Approval of July 11, 2023 Monthly Meeting Minutes

General Fund Financial Reports

Engineer's Report

Approval of Permit #0528 -PAC I-Drive Apartments

Attorney's Report

Director's Report
Customer Call Log

Other Business

Adjournment

MINUTES

MINUTES OF THE ANNUAL MEETING OF THE BOARD OF SUPERVISORS
OF VALENCIA WATER CONTROL DISTRICT July 11, 2023
The annual meeting of the Board of Supervisors of VALENCIA WATER CONTROL DISTRICT was held at 1:00 P.M. on Tuesday, July 11, 2023, at the Lake Ridge Village Clubhouse, 10630 Larissa Street, Orlando, Florida. Physically present were Supervisors Roy Miller, Debra Donton, Brian Andrelczyk and Amanda Whitney. Also, in attendance were the following: George Flint, District Director, Stephen Broome, District Counsel; David Mahler, District Engineer; Stacie Vanderbilt, District Administrative Assistant; and Dan Brown, Sthem
:Environmental.

ITEM#l	Call Meeting to Order

Mr. Flint called the meeting to order at 1:00 P.M. A quorum of four Board members were present.

ITEM#2	Public Comment Period

No members of the public were present to provide public comment.

ITEM#3	Approval of June 13, 2023 Annual Meeting Minutes

Mr. Flint stated the next item was the minutes from the June 13, 2023 annual meeting.
He asked if there were any corrections, deletions, or additions.

On MOTION by Mr. Miller, seconded by Ms. Donton with all in favor the Minutes from the June 13, 2023 Monthly Meeting were approved as presented.

ITEM#4	General Fund Financial Reports

Mr. Flint reviewed the financial statements with the Board and noted that they have collected about $500,000 in assessments and will check on delinquent assessments. The administrative and capital projects look good.

July 11, 2023	Valencia Water Control District

ITEM#S	Engineer's Report

Permit #0527 - Sea World Orlando 2024 Project
Mr. Mahler stated there is a minor modification of the master permit to build a new ride in 2024. It doesn't change the discharge rate and he recommended approval.

On MOTION by Ms. Donton, seconded by Mr. Andrelczyk with all in favor Permit #0527 - Sea World Orlando 2024 Project, was approved.

ITEM#6	Attorney's Report

Mr. Broome had nothing new to report to the Board.

ITEM#7	Director's Report

Customer Call Log
Mr. Flint reviewed the log with the Board. The first call with Orangewood HOA is regarding maintenance of their pond because debris and vegetation is blocking the District's structure. The HOA is self-managed by the resident, no management company. Mr. Flint advised that he got in touch with one of the current Board members who assured that they would get it handled and let the District know. Another call was a resident in Deer Creek wanting to plant a tree in the District's maintenance easement. Mr. Flint stated that he had to tell the resident it wasn't allowed per the plat.

ITEM#8	Other Business

Mr. Miller stated all of the signs in Waterview are gone, the poles and signs have all been removed. He asked if any of the residents had called to report it.
Ms. Vanderbilt replied no one had contacted her directly.
Mr. Brown stated he will go to Waterview right after the meeting and review the area.

ITEM#9	Adjournment

2

July l 1, 2023	Valencia Water Control District

On MOTION by Ms. Donton, seconded by Mr. Miller, the meeting was adjourned at 1:10 pm.

Stephen F. Broome, Secretary

William Von Ingle

Amanda Whitney

Debra Donton

Roy Miller

Brian Andrelczyk

3

-	SECTION IV

Valencia
Water Control District

Unaudited Financial Reporting July 31, 2023

Table of Contents

1

2-3

4

5-6

Balance Sheet

General Fund Income

Capital Reserve Fund

Month to Month

7	Assessment Receipt Schedule

VALENCIA
WATER CONTROL DISTRICT BALANCE SHEET
	July 31, 2023		
	General
Fund		Capital Reserve
Fund		Totals
2023	

ASSETS:
CURRENT ASSETS
OPERATING - TRUIST	

$198,116		

---		

$198,116	
CAPITAL RESERVE - TRUIST INVESTMENTS
SBA - CAPITAL RESERVES	---

---		$276,921

$780,006		$276,921

$780,006	
SBA - OPERATING RESERVES	$41,238		---		$41,238	
PETTY CASH		$100 			--- 			$100 	
TOTAL CURRENT ASSETS		$239,454 			$1,056,927 			$1,296,380 	
FIXED ASSETS LAND	
$700,120		
---		
$700,120	
STRUCTURES	$672,531		---		$672,531	
CANALS	$2,888,690		---		$2,888,690	
PONDS	$1,245,537		---		$1,245,537	
EQUIPMENT & OFFICE FURNITURE	$12,767		---		$12,767	
ACCUMULATED DEPRECIATION		($4,786,726) 			--- 			($4,786,726) 	
TOTAL FIXED ASSETS		$732,919 			$0 			$732,919 	
TOTAL ASSETS		$972,373 			$1,056,927 			$2,029,300 	

LIABILITIES:
ACCOUNTS PAYABLE	

---		

---		

$0	
FUND EQUITY:
FUND BALANCES: UNASSIGNED	

$239,454		

$1,056,927		

$1,296,380	
NET ASSETS CAPITALIZED	$732,919		---		$732,919	
TOTAL LIABILITIES & FUND EQUITY		$972,373 			$1,056,927 			$2,029,300 	

1

VALENCIA
WATER CONTROL DISTRICT GENERAL FUND
Statement of Revenues & Expenditures
For The Period Ending July 31, 2023

	ADOPTED
BUDGET	PRORATED BUDGET
THRU 7/31/23	ACTUAL
THRU 7/31/23	
VARIANCE	
REVENUES:					
ASSESSMENTS - TAX ROLL	$553,302	$553,302	$538,950	($14,352)	
INTEREST	$100	$83	$1,670	$1,587	
MISCELLANEOUS REVENUE	$0	$0	$294	$1,376	
TOTAL REVENUES	$553,402	$553,385	$540,914	($11,389)	

EXPENDITURES:					
ADMINISTRATIVE:					
SUPERVISORS FEES	$2,500	$2,083	$1,750	$333	
ENGINEERING	$37,200	$31,000	$16,800	$14,200	
ATTORNEY	$12,000	$10,000	$10,000	$0	
ANNUAL AUDIT	$5,200	$5,200	$5,200	$0	
ASSESSMENT ROLL CERTIFICATION	$2,500	$2,500	$2,500	$0	
MANAGEMENT FEES	$50,264	$41,887	$41,887	($0)	
INFORMATION TECHNOLOGY	$1,300	$1,083	$1,083	$0	
WEBSITE ADMINISTRATION	$800	$667	$667	($0)	
INSURANCE	$14,710	$14,710	$13,179	$1,531	
REPORT PREPARATION - NPDES	$15,000	$12,500	$3,364	$9,136	
OFFICE LEASE	$12,980	$10,817	$3,430	$7,387	
PRINTING & BINDING	$500	$417	$396	$20	
POSTAGE	$500	$417	$370	$47	
TRAVEL PER DIEM	$100	$83	$0	$83	
LEGAL ADVERTISING	$2,500	$2,083	$820	$1,264	
BANK FEES	$500	$417	$440	($23)	
OTHER CURRENT CHARGES	$400	$333	$0	$333	
OFFICE SUPPLIES	$350	$292	$140	$151	
ELECTION FEES	$3,750	$3,750	$5,448	($1,698)	
MEETING RENTAL FEE	$500	$417	$400	$17	
PROPERTY APPRAISER FEE	$5,417	$0	$0	$0	
DUES, LICENSES & SUBSCRIPTIONS	$2,150	$1,675	$1,675	$0	
TOTAL ADMINISTRATIVE	$171,121	$142,330	$109,549	$32,781	

2

VALENCIA
WATER CONTROL DISTRICT GENERAL FUND
Statement of Revenues & Expenditures
For The Period Ending July 31, 2023

	ADOPTED
BUDGET	PRORATED BUDGET
THRU 7/31/23	ACTUAL
THRU 7/31/23	
VARIANCE	
FIELD OPERATIONS:					
UTILITIES:
ELECTRIC	
$750	
$625	
$50	
$575	
WATER & SEWER	$500	$417	$55	$362	
CONTRACTS:
AQUATIC WEED CONTROL	
$40,000	
$33,333	
$27,721	
$5,613	
MOWING	$98,289	$72,742	$72,742	$0	
WATER QUALITY MONITORING	$19,746	$16,455	$14,735	$1,721	
REPAIRS & MAINTENANCE:
CANAL & RETENTION POND MAINTENANCE	
$40,000	
$33,333	
$16,688	
$16,646	
OFFICE	$500	$416	$45	$371	
SECURITY GATES & SIGNS	$750	$625	$0	$625	
OTHER:
NPDES INSPECTION & FEES	
$6,000	
$5,000	
$2,875	
$2,125	
OPERATING SUPPLIES	$500	$417	$0	$417	
CONTINGENCY	$2,500	$2,083	$0	$2,083	
TOTAL FIELD OPERATIONS	$209,534	$165,447	$134,909	$30,537	

OTHER USES					
TRANSFER OUT - CAPITAL RESERVE	$267,402	$267,402	$267,402	$0	
TOTAL OTHER USES	$267,402	$267,402	$267,402	$0	
					
TOTAL EXPENDITURES	$648,057	$575,179	$511,860	$63,318	
					
EXCESS REVENUES (EXPENDITURES)	($94,655)		$29,054		
					
FUND BALANCE - Beginning	$94,656		$943,319		
					
FUND BALANCE - Ending	$0		$972,373		

3

VALENCIA
WATER CONTROL DISTRICT CAPITAL RESERVE FUND
Statement of Revenues & Expenditures
For The Period Ending July 31, 2023

	ADOPTED
BUDGET	PRORATED BUDGET
THRU 7/31/23	ACTUAL
THRU 7/31/23	
VARIANCE	
REVENUES:					
TRANSFER IN	$267,402	$267,402	$267,402	$0	
INTEREST	$100	$83	$29,003	$28,920	
TOTAL REVENUES	$267,502	$267,485	$296,405	$28,920	

EXPENDITURES:					
EXPENDITURES					
CONTINGENCY	$500	$417	$395	$21	
CAPITAL IMPROVEMENTS	$100,000	$83,333	$105,528	($22,194)	
TOTAL EXPENDITURES	$100,500	$83,750	$105,923	($22,173)	
					
EXCESS REVENUES (EXPENDITURES)	$167,002		$190,482		
					
FUND BALANCE - Beginning	$760,956		$866,445		
					
FUND BALANCE - Ending	$927,958		$1,056,927		

4

VALENCIA
Water Control District

Oct	Nov	Dec	Jan	Feb	Mar	Apr	May	Jun	Jul	Aug	Sept	Total

REVENUES:

ASSESSMENTS - TAX ROLL	$0	$27,178	$201,001	$101,152	$92,506	$44,018	$15,103	$35,485	$13,092	$9,415	$0	$0	$538,950	
INTEREST	$143	$173	$197	$210	$198	$210	$171	$184	$182	$2	$0	$0	$1,670	
MISCELLANEOUS REVENUE	$0	$0	$212	$82	$0	$0	$0	$0	$0	$0	$0	$0	$294	
TOTAL REVENUES	$143	$27,351	$201,410	$101,444	$92,705	$44,227	$15,274	$35,669	$13,274	$9,417	$0	$0	$540,914	

EXPENDITURES:														
ADMINISTRATIVE:														
SUPERVISORS FEES	$250	$250	$0	$0	$150	$250	$250	$250	$150	$200	$0	$0	$1,750	
ENGINEERING	$2,100	$2,100	$2,100	$2,100	$2,100	$2,100	$2,100	$2,100	$0	$0	$0	$0	$16,800	
ATTORNEY	$1,000	$1,000	$1,000	$1,000	$1,000	$1,000	$1,000	$1,000	$1,000	$1,000	$0	$0	$10,000	
ANNUAL AUDIT	$0	$0	$0	$0	$0	$0	$0	$0	$5,200	$0	$0	$0	$5,200	
ASSESSMENT ROLL CERTIFICATION	$2,500	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$2,500	
MANAGEMENT FEES	$4,189	$4,189	$4,189	$4,189	$4,189	$4,189	$4,189	$4,189	$4,189	$4,189	$0	$0	$41,887	
INFORMATION TECHNOLOGY	$108	$108	$108	$108	$108	$108	$108	$108	$108	$108	$0	$0	$1,083	
WEBSITE ADMINISTRATION	$67	$67	$67	$67	$67	$67	$67	$67	$67	$67	$0	$0	$667	
INSURANCE	$13,179	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$13,179	
REPORT PREPARATION - NPDES	$1,515	$484	$0	$525	$570	$180	$90	$0	$0	$0	$0	$0	$3,364	
OFFICE LEASE	$1,883	$130	$130	$130	$193	$193	$193	$193	$193	$193	$0	$0	$3,430	
PRINTING & BINDING	$0	$100	$50	$0	$0	$96	$38	$28	$85	$0	$0	$0	$396	
POSTAGE	$0	$104	$47	$3	$6	$72	$46	$47	$46	$0	$0	$0	$370	
TRAVEL PER DIEM	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
LEGAL ADVERTISING	$0	$0	$0	$0	$0	$167	$208	$445	$0	$0	$0	$0	$820	
BANK FEES	$74	$39	$39	$39	$38	$39	$54	$39	$39	$39	$0	$0	$440	
OTHER CURRENT CHARGES	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
OFFICE SUPPLIES	$0	$47	$19	$0	$0	$18	$19	$19	$19	$0	$0	$0	$140	
ELECTION FEES	$0	$0	$0	$0	$0	$0	$0	$5,448	$0	$0	$0	$0	$5,448	
MEETING RENTAL FEE	$50	$50	$0	$0	$50	$50	$50	$50	$50	$50	$0	$0	$400	
PROPERTY APPRAISER FEE	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
DUES, LICENSES & SUBSCRIPTIONS	$1,675	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$1,675	
TOTAL ADMINISTRATIVE	$28,590	$8,667	$7,748	$8,161	$8,471	$8,528	$8,411	$13,982	$11,144	$5,846	$0	$0	$109,549	

5

VALENCIA
Water Control District

Oct	Nov	Dec	Jan	Feb	Mar	Apr	May	Jun	Jul	Aug	Sept	Total		
FIELD OPERATIONS:

UTILITIES:
ELECTRIC	$50	

$0	

$0	

$0	

$0	

$0	

$0	

$0	

$0	

$0	

$0	

$0		

$50	
WATER & SEWER	$27	$28	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0		$55	
CONTRACTS:
AQUATIC WEED CONTROL	
$4,572	
$2,322	
$2,322	
$2,322	
$2,322	
$4,572	
$2,322	
$2,322	
$2,322	
$2,322	
$0	
$0	
$27,721	
MOWING	$15,885	$4,590	$0	$0	$0	$0	$15,892	$15,892	$15,892	$4,590	$0	$0	$72,742	
WATER QUALITY MONITORING	$1,646	$1,646	$1,571	$1,646	$1,646	$1,646	$1,646	$1,646	$1,646	$0	$0	$0	$14,735	
REPAIRS & MAINTENANCE:
CANAL & RETENTION POND MAINTENANCE	
$1,473	
$1,000	
$1,000	
$1,000	
$1,000	
$1,000	
$1,000	
$2,500	
$5,840	
$875	
$0	
$0	
$16,688	
OFFICE	$0	$45	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$45	
SECURITY GATES & SIGNS	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
OTHER:															
NPDES INSPECTION & FEES	$0	$0	$1,875	$0	$0	$0	$0	$0	$1,000	$0	$0	$0	$2,875	
OPERATING SUPPLIES	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
CONTINGENCY	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
TOTAL FIELD OPERATIONS	$23,652	$9,631	$6,768	$4,968	$4,968	$7,218	$20,860	$22,360	$26,700	$7,787	$0	$0	$134,909	

OTHER USES:														
TRANSFER OUT - CAPITAL RESERVE	$0	$0	$0	$200,000	$67,402	$0	$0	$0	$0	$0	$0	$0	$267,402	
TOTAL OTHER USES	$0	$0	$0	$200,000	$67,402	$0	$0	$0	$0	$0	$0	$0	$267,402	
														
TOTAL EXPENDITURES	$52,241	$18,298	$14,516	$213,128	$80,841	$15,746	$29,271	$36,342	$37,844	$13,633	$0	$0	$511,860	
														
EXCESS REVENUES (EXPENDITURES)	($52,098)	$9,054	$186,894	($111,685)	$11,864	$28,481	($13,997)	($673)	($24,570)	($4,216)	$0	$0	$29,054	

6

VALENCIA
WATER CONTROL DISTRICT

Gross Assessments	$	576,853	$	576,853	
Net Assessments	$	548,011	$	548,011	

SPECIAL ASSESSMENT RECEIPTS - FY2023 TAX COLLECTOR

Date Received	

Dist.#	
Gross Assessments Received	
Discounts/ Penalties	
Commissions Paid	
Interest Income	
Net Amount Received	
General Fund 100.00%	
Total 100%	

11/1/22	
1	
$	2,322.26	
$	116.75	
$	22.06	
$	-	
$	2,183.45	
$	2,183.45	
$	2,183.45	
11/14/22	2	$	5,472.64	$	217.65	$	52.55	$	-	$	5,202.44	$	5,202.44	$	5,202.44	
11/21/22	3	$	20,824.16	$	831.99	$	199.92	$	-	$	19,792.25	$	19,792.25	$	19,792.25	
12/5/22	4	$	122,978.48	$  4,918.71	$	1,180.60	$	-	$  116,879.17	$	116,879.17	$  116,879.17	
12/14/22	5	$	56,352.32	$  2,253.76	$	540.99	$	231.02	$	53,788.59	$	53,788.59	$	53,788.59	
12/19/22	6	$	31,915.66	$  1,276.38	$	306.39	$	-	$	30,332.89	$	30,332.89	$	30,332.89	
1/11/23	7	$	106,429.60	$  4,255.80	$	1,021.74	$	-	$  101,152.06	$	101,152.06	$  101,152.06	
2/1/23	8	$	62,931.88	$  2,507.27	$	604.25	$	-	$	59,820.36	$	59,820.36	$	59,820.36	
2/13/23	9	$	34,378.45	$  1,362.40	$	330.16	$	-	$	32,685.89	$	32,685.89	$	32,685.89	
3/14/23	10	$	43,861.18	$  1,732.79	$	421.28	$	2,310.41	$	44,017.52	$	44,017.52	$	44,017.52	
4/12/23	11	$	15,782.04	$	526.83	$	152.55	$	-	$	15,102.66	$	15,102.66	$	15,102.66	
5/11/23	12	$	36,853.90	$  1,010.26	$	358.44	$	-	$	35,485.20	$	35,485.20	$	35,485.20	
6/13/23	13	$	12,490.97	$	91.57	$	123.99	$	816.74	$	13,092.15	$	13,092.15	$	13,092.15	
7/12/23	14	$	9,415.29	$	-	$	-	$	-	$	9,415.29	$	9,415.29	$	9,415.29	
		$	-	$	-	$	-	$	-	$	-	$	-	$	-	
		$	-	$	-	$	-	$	-	$	-	$	-	$	-	
		$	-	$	-	$	-	$	-	$	-	$	-	$	-	
		$	-	$	-	$	-	$	-	$	-	$	-	$	-	
		$	-	$	-	$	-	$	-	$	-	$	-	$	-	
Totals		$	562,008.83	$ 21,102.16	$	5,314.92	$	3,358.17	$  538,949.92	$	538,949.92	$  538,949.92	

7

SECTION V

SECTION A

August 8, 2023

Valencia Water Control District
219 E. Livingston Street, Orlando, FL 32801
Phone: 407-841-5524 x 101 - Fax: 407-839-1526

PAC I-Drive Apartments, LLC Attn: Tom Cavanaugh
730 Bonnie Brae Street Winter Park, FL 32789

Subject:	Permit #0528 Dear Mr. Cavanaugh:
PAC I-Drive Apartments, LLC is hereby granted a construction permit related to a Multi-family project, PAC I-Drive Apartments Orangewood N-2/Grande Pines Parcel 11D. Approval is granted in accordance with approved plans and hydraulic calculations and the following GENERAL AND SPECIFIC CONDITIONS:

GENERAL CONDITIONS:

That the District or their agents may at any time make such inspections as they may deem necessary to ensure that the construction or work is performed in accordance with the conditions of this permit.

That the permittee will maintain the work authorized herein during construction and thereafter in good condition in accordance with the approved plans.

That the permittee shall comply promptly with any lawful regulations, conditions, or instructions affecting the structure or work authorized herein if and when issued by the
U.S. Environmental Protection Agency, the South Florida Water Management District and the Florida Department of Environmental Protection and/or any county or city environmental protection agency having jurisdiction to abate or prevent water pollution, including thermal or radiation pollution. Such regulations, conditions, or instructions in effect or hereafter prescribed by the federal, state, county and city agencies have hereby made a condition of this permit.

It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the District’s right, title and interest in the land to be entered upon and used by the permittee, and the permittee will at all times, assume all risk and indemnify, defend and save harmless Valencia Water Control District from and against any and all loss, damage, cost or expense arising in any manner on account of the exercise or attempted exercises by the permittee of the aforesaid rights and privileges.

The permittee and/or their agents will use every measure to prevent the run-off of turbid water into the District’s facilities including, but not limited to, the use of temporary ponds, silt barriers, chemical additives and temporary grassing during construction.

If discharge of water by permittee should at any time raise the level of pollutants in the District’s water management facility to the point where the District is in violation of a statute or regulation, permittee will either: (a) immediately cease such discharge, (b) remove pollutants from the water before discharging into District facilities, and pay all costs which the District must incur in order to reduce pollution in the District’s facilities to acceptable levels.

That all the provisions of this permit shall be binding on any assignee or successor in interest of the permittee.

That any modification, suspension or revocation of this permit shall not be the basis for a claim for damages against Valencia Water Control District.

The Valencia Water Control District agrees that the issuance of this permit allows the passage of water through their canals but in so doing does not assume any responsibility for damage to any persons or property.

That the engineer of record certify that the facilities as constructed comply with the submitted hydraulic calculations and approved drawings.

That the permittee agrees not to modify or alter the constructed facilities at any future time without the express consent of the District.

This permit is valid for 3 years from date of approval or runs concurrently with the SFWMD permit, if required, whichever expires first.

That this permit must be executed within 30 days of Board approval or must be brought back to the Board for reconsideration.

END OF GENERAL CONDITIONS

SPECIFIC CONDITIONS

1. That the Construction Plans, sheets C0.00; C0.10 – C0.12; C0.20; C0.21; C1.00; C2.00; C2.10; C3.00 – C3.10; C3.10; C4.00; C4.10; C5.00; C7.00; C7.10 – C7.12; 1 – 2; L0.00;
L0.01; L0.11; L0.12; L0.13; L0.14; L0.15; L1.00 – L1.86; L2.00 – L2.18; L3.00 – L3.81; L4.00 – L4.91; L5.00 – L5.83; L6.00 – L6.04; Z101 – Z102; and E02-01 titled PAC I-
Drive Apartments Orangewood N-2 PD/Grande Pines Parcel 11D as recommended for approval by the District Engineer on August 3, 2023, become part of this permit.

Attest:	Signature:		 PAC I-Drive Apartments, LLC

Title:	

Attest:	Granted by:

Valencia Water Control District

By:		 Roy Miller, President

On this 	 day of 	, 2023

August 3, 2023

Mr. George Flint, P.E., Director Valencia Water Control District 219 E Livingston Street Orlando, Florida 32801

RE:	Grand Pines PAC I-Drive Apartments VWCD Permif No. 528
CPH Project No. 6816.07

1117 East Robwon Street Orlando, Florida 32801
Phone: 407.425.0452

Dear Honorable Board Members:

We have completed 01,1r review of the above_referenced project submitted by Poulos & Bennett, LLC on August 1, 2023. Based on our review we have no objection to the Board approving this permit.
Sincerely,

co)J/4{L_
oavid E. Mahl .E.
District E gineer

Cc: Rick Ortiz, P.E., Poulos & Bennett

J:\6816.06\Grand Pines - PAC I-Drive Apts\Approval Letter re PAC I-Drive MF.dOC>C

Permit No.		_ (Assigned by V.W.C.D.)

PERMIT APPLICATION
Valencia Water Control District c/o CPH, Inc.
1117 E. Robinson Street Orlando, FL 32801
VWCD Office: (407) 841-5524 X 101 CPH, Inc. (407) 425-0452

PROPOSED USE:	Multifamily Project PAC I-Drive Apartments Orangewood N-2 PD/Grande Pines
Parcel 11D

LOCATION OF WORK: Block:	6283	Lot:	OD	Subdivision: _ or Section: 13	Township:  2 .4.		Range:  28		_

_..1 1 0		_

(3)-E>ISTRICT WORKS INVOLVED:	Ultimate discharge into C-1 canal after treatment in on-site ponds.

OWNER OF PROPOS D WORK OR STRUCTURE: Phone#:	4.=0"-7-"""62=8a..:-3=0=65::;....	_
Name:Tom Cavanaugh,-PAC I-Drive Apartments, Lllitle: 	-- 	_

Address:  730 Bonnie Brae Street.	Winter Park,
(Street)	(City)

FL
{State)

32789
(Zip}

APPLICATION OTHER THAN OWNER: (if any) Phone#: 	_
Name: 	Serving as: 		_ Address: 		
(Street)	(City}	(State)	(Zip)

AREA PROPOSED TO BE SERVED: Give legal description and size in acres. Attach legal description if necessary. If land is platted, indicate Block, Lot and Subdivision. 	_

See legal descrip ion

;
CONSTRUCTIO SCHE"tJULE: The proposed work, if permitted, will begin within 8/25/2023
Calendar days of permit approval and be completed within 365	calendar days thereafter.

J	}

	This application, including sketches, drawings or plans and specifications attached contains a full and complete description of work proposed or use desired of the above described facilities of the District and for-Which permit Is herewith applied. It shall be a part of any Qermit that may be issued. It is agreed that all work or the use of the District's facilities will be in accordance
wilh the permit to beranted.
Submitted this d 7 day of	\,  J	f	, 2021
7	/	
Signature of Property Owner (Officer of Corporation): 			...,.		_ Print Name of Property Owner (Officer): 	f_r,,--;-_/4	4  U'.4_..-va-_u_ _,		
J:\6816.05\WORD\Permit Appllcationl.docx

Construction Plans
for
PAC I-Drive Apartpients Orangewood N-2 PD/Grande Pines Parcel 11D
Orange County, FL

LEGAL DESCRIPTION: Commev-clal Parcel South

A parcel of land comprising o portion of Golf Course Parcel 11, Orongewood Neilhborhood 2, as rl'lcorded in Plot Book 17, Pages 81 through 87, Public Records of Orange County, Florido.

Parcel Id. No.:
13-24-28-6283-00-110

Sheet Index	Suhm ;n., .
Sheet Id.	Sheet Title	I 2 3 4 !'i r,

Being more particularly described as follows:
COMMENCE at the Southwest corner of aforesaid Parcel 11, also being a point on tho Westerly right-al-way !Irie ol	ildi,,t, 1
International Drive; thence run North s2· 53' 14" East along said Westerly right-of-way line for a distance of 50,06 feel to the POINT Of BEGINHIN thence deporling said Westerly right-of-way line run lhii following courses North 50' 36' 35• West for o dislcmce of 16.89 feet; thence run South 52" 5.J' 17" Wl'lst for o distance of 9.63 reel; thence run South 37" 06' 43" East for o distance of 5.12 feel; thence run South s2· 53' 14" West for o distance ot 2.03 feet; thence run North 40" 05' 58" West for a distance of 24.55 feel to the point of curvature of o curve, concave Soulhwesterly having o radius of 83.00 feet, with o chord bearing of North SY 59' 09" West, and a chord distance of 39.84 feet; thence run Northwesterly along the ore of said eurve through o central angle of 27" 46'
21" for on ore distance of 40.23 feet to o point of tangency; thence run North 67' 52' 19" West for a distance of
189.74 feet; thence run North 22' 07' 41" East for o distance of 123.20 feet: thence run North 52' 53' 14" East for a distance of 600,38 feet to a point on o non tongenl curve, concave Southwesterly having o radius cf
271.33 feet, with o chord beoring of South 41· 17' 25" East. and o chord distance of 19.60 feet; thence run Southeasterly along the ore of sold curve through a central angle of 04· OB' 24" for on ore distance of 19.61 feet to o point of tangency; thence run South 39" 13' 13" East for o distance of 280.59 feet to o point on aforesaid Westerly right-of-way line of lnternotionol Drive also being o point on o non tong@nt curve concave Northwesterly having o radius of 1904.61 feet, with a chord bearing of South s2· 40' 03" West, and o chord distonc!'! of 14.38
feet: thence run the following courses along said Westerly right-of-way line; Southwesterly along the ore of said curvl!! through o central angle of oo· 25' 57M for on ore distance of 1◄.38 feet to o point on o non tangent line: thence run South 52" 53' 14 West o distonca of 576.13 feet to the POINT OF BEGINNING.

Containing 4.45 acres

""C0".00­
C0.10 C0.20 C0.21 Cl.00
C>OO
C2.10
Cl.Oil 0.10 C4.00
C4.I0
c,oo
C7.00 C7.I0

Sul""O'c,-PLm,

C0.12

rShcct ConstructionNotc:1
Emsion Control And olition Pim
Erosion Control Notes And Details MHtc:rSitc:PWl&Sitc:D11.ta
Site: & Geometry Plan
E scmcntP!<>n
P11.ving, Gro.ding &. Da,in,,gc Pim Gn,dingSection•<>ndDctail• Utility Plan
Utility Cronir,g& Asset Tllblcs fi(CProtc:ctionP1an Gcm,mlConstru:tionDetii.ils
Smnd,ml Utility Dctiiil•

Bound"1J' & Topogmphic Surve,-

l
!
.Ji
J
·I

Owner/Develo r/App.!!_cant:
PAC I-Drive Apartments, LLC
7.30 Bonnie Brae Street Winter Park, FL 32789

Landscapc.Arch.itc:ctuail
LO.Oil L0.01 LO.II I.0.12 L0.13 L0.14 LO.IS

ii
CovccShcct
Gcncr11I Notes/Abbrc,,iations/SJTl1bol1 Ovcrdl Site: P!""
0.- IFcn Plao
Si11, Lmidscape Duin Locotians Ovct11-1l Key Plan F.nl"'S'"'llcntl(e,-PIAO

Ll.00
u.oo

Ll.86
LlSI

Hatd101.pc Schedule, Notc:a, Plans, & Dcblils ■
Tn:c PWlting. Note■, Plan•, & Detail•

Ll.00	Ll.81	Shrub & Gound=r Notes, Pl<>ns, & Dctiiils ■
IA-.00	 U.91		Sit.,Fumishingl'tans&O..blils LS.00	LS.BJ	Sile Lighting Notes, Pl1111s, & Dcmil,
I.6.00	I.6.04	Irrlg,,.tion Nol"', Plms, & O..blils

AochitcctundPlM,
ZI01  - 2102

E:ttcriorl!lcw.li<Jns

I  

Civil Engineer:
Poulos & Bennett, I.LC
o St.
407.487..2594

An:hli«t:
Scott + Coania Archi1ec1ute and Interior, LLC
429SollthKdlcrRtnd.Sum:200
Odmdo, PL 32810
.6602166

Photometric Plans
E02-01	Sit,, Photometric Plan

Description
01/5/20:B  SubmitTaOrwng,,C nty

Ii,§!P·!·

r

Sun-cyor.
Allen & Company
16Eutl'iant5t. W'aitcl"Gaidcn.FI..34787 407.65-(5355,

Lmdsc pe Architect
LandDesign
Sulb:200 407.270.7800

-

1,,	'

l'
,i:;

Gco1cchnical E

Viclni M!2

t---,, =1r,,t

%eringScicna:a1  LLC
Othn l..32811
407.'23.0504

Exhibit No. 2.0	Permit No. 48-108279-P

CClNSfflUCTIONPL.w.i1¥EREPREPAREDtlACCORDANCEWITHTHELATESTw.H\JAL  or umroRu SlANDAROS ra:l DESIGN, CONSIR\JCllJN, ANO MAINTENANCE FOR STREETSANOHIGffflAYS,rD01GREEN80CIIC,NIDTHEORANGECOUtm" REGLl>.TKlNS ANO Sf'EClf"ICATIONS.

1Jou1.ns&ni-..; Ll"'T

2602E.LivingstonSt,OtlAndo,FL,2803 Tcl407.487.2594 www.pou!owxll,,,nnctt.com Eng.Bus.No.28567
P&BJobNo.:21-188
Page 1 of 16

il• "t • t,

"""""--"'
,. IT Will BEnlE RESfllNSIIIILJlYDFnlE CONTRACroR(S) ro ENSURE WT Ali R[IJUIREI) PERMIT',;
ARE OBTAINEl> .YID ARE lr-.1 HAND AT TllE JOB SITE PRIOR TO lliE COOMENCEUiNT OF CONSIRIJCTIIJN. COlfrRACTOR SIW..L MIIII BY ALL CONOOIDNS CONT,i,Jr.al TI-IEllEIN. PERMm; IHCU.llED(BUTHDTl<IB:ES!J,RLYIJ.lll£0TO)ARE:
WATEIIIIWWlD,IEHTDl IXlNSUIAPTIVEUSE(WATEIIUSE)FDRCOHSl'IIUCTlONDEWATERINO
{CUP)
WAS MANAGtMENT DISTRICT EJMRONMENTAL RESOURCE PERMIT (ERP) OR MSSW WATER t.WIAGEUENT DISl'IIIC'l'Wm.ANO RESOORCE PERMIT

FDEP SM'fTARY SEWER COU!CTION ANO l!WolSMISSION

LOCAL RIGHT DF W,.Y USE
-Ltx,,l.UNl>ERGRO\JNDUTILmES
-FOOTDRr.'EWAYCONNECTION FllOTUTIUTY
FOOTSTORMIIOOERDISCIW<GECONtfECTION
FDEP ,t EPA NPDES STORMW,.TER
FlOIIID-1 FISH ANO "MUIUFE CONSERVATION COM SSIOI,/ TORTOlst INCIDENTAL Joi,!(£
2. CDNTR,1£J()filSADVISED'JK.\TlllEUNITIDSTATESEIMWHMENTALPROTECT10NAGENCYREQURES THATOPERATORSFILEANOTICEOfltfTENT(NOl)FORSTORMWATERDISCfWroESASSOCIATEDWITH CONSTRUCTIONM:TMTYUND£RTHENPD£SGtNERALPERMTPRIORTOBEctjNINGWORK.INTHE STATE OFnORIOATIERORIOA DEPolli'JENTOFENVIRDNIIEHTALPllOTECIUON ISTHEPERIUlTii«;
AGENCY. IT IS CONmlC!tlR'S SOLE RESPDNSISIUTY TO OBTAlr-.1 SAM A COPY SHAU. BE S£lfT ltl
l. "FU"lR'"l[l·,I. lAW (F.S. II - THE !W,IIE!GRDUND FAf:11.11Y IWMGE PREVENllllN AHO !W'ElY ,cl)
PROIICTIONOFUMJE!lG'ROONOF'IPELMSMANOA"!ESTIIAT"HOEXCAV,.TORSHALI.CD!NtNCtOR Pl:RFORII Nfr EXtAVATION IN »11 PUBLIC Off: PRIV,liJE SfREIT. 1ti.£Y, RIGHT-OF-WAY 0£DICJ.TED TO THEPUBUCUSE.ORGASUTII.JIYEASEllENTWITHOOTRRSTOBTAINtlGINFOllM.\TlONCONCERNINGlHE POSSIIIL£1.0CAIDNOFGI.S PIPEUNES INlHEAREi\OFTIIEPROPOSEO EX<:4-,,.,.TIDN."Tl-ilSINCWOES NM OPERAIDN UllUZUiG twlOTOOL.S Off: POWER TOOLS IYIOCH l«MS OR RElilMS»rf STRUCTIJJIE. rMTll. ROCK, OR OTHER MASS OF IAATERW. BY SUCH ME™OOS "5 l»CGING, BACKl'Ulm:,oEMOUTlON, GIWDJG,DITGI-ING,DRIWNG, BDRINGANDCABLEPI..OWING.THEEXc,.,v.t,TOR lr,IUSTHOTIFYTllEGASUTIUTYA MINIMUM Of-48 HOURS ANOA Mi\XIMUM OF 5, MYS PRIOR TO EXC.\W.TING(EMCLOOIIICSATIJR[ll.YS,SUNO',"l'S,ANDI..EGlrlHDl.llAYS),
4. JTISTllECONTRACTOR'SRESPONSlilllJTYTOSEl:URETilEPROJECTSllEOUJIINGCONSIRUCTION,TO PREVENT TRESPASSING or UIWITHORIZEll PEDESTRI.YIS AND/OR \/DOCLES IN Ali WORK AREAS. THE CONiRACTOR SHAl..LPOSTSIGNS. CONSTRUCT BAARIOIS 00 IWPI..EIDT Oll-£R MfJHODS NO:ESSA!ll' TO COlfTROL ACCESS. TI£ ENGmEER ASSUUES NO RESPONSIBI.JIY FOR TRE5PASSIIIG ON THE CONSTRUCllON SITE OR IW.WlES TO NffWORK RELATED THERETO.
5,. CONTRACTOR SHAU. CONTN;T SUNSHINE STATI: ONE-cALL. OF R.Oflll!A, INC. PRIOR TO COMUENCEMENTOFWORKIN.-CCORDANCEWITHTHORSTANOARDRCQUIREMENJS:INCWll!«;BIJTl«IT  U,llltO TO WATER, REClAIUED W,.TER, SEWER, POWER, TEL.EPf«INE, GAS MIO CAil£ 1V COMPANIES.
6. PRIOR TO COMMENCO,£NT, CONJRN:TOR Slw.1 PRCMl>E POULOS & SENNETT WI™ CONmtJCTlON SCIEIIJLE FOR VNIIDI.JS SIT£ WORK ELEMEN!S SO ll!AT PERIOOIC SITEVISll5 ldAY BE COOROffl.TED 10ENSURET1UEL.YC£RllFIC.-.llONOFCDLl'L£11DNIDAGEHGIESANO,.'IOOOEI.AYSIHISSIWICEOF
CERmCATtSOF"OCCUPANC'f/COMPlEIION.
7, ALLCONSTRUC110NTOBEtl...CCORCANCE1WlliTHEIATESTSTMIDAROSllf"ALLN'PLICAl!l.E
II. "rn"c'"L"OC'ATID or EXISTING IJTILITlES AN! STORM DF!AltW:E SflOWN ON THE Pl.A H.4.\'E BEEN OETERUltEI FROM T1E INFORMATION AVM.Alll.E NID ARE CM:N FOR lit[ CONVENIENCE OFlltE CDlflRACJOR.EHGIMEERASStJMESNORESPON51llUTYFDRl RACY.Fi?IORTOTI-lESTARTOFNIT
CONSTRUCOONAl!TMTY,rTSHAU.BElltE<XlffTIW:TOR'SRESPONSIEIILJlYTOMAKEAARANGEUENIS FOR FED LOCATIONS ANO fOR /oN'f RELOCATIONS Of THE VARIOUS EXISTIIIG VllUllES wmt 1llE UlllJTY O'!YNERS, WHICH SW.U. OC DONE IN A TIMELY FASHMIN TO MNMIZE IIFACr ON lltE CONSTRUCT10N SCHEDUI.L A/fr DELAY OR tlCONVEN!ENGE 1'.MJSED THE COMRACTOR BY THE RElllC.-.TXIN OF THE VARIDI.JS U!lU11ES SIWJ. BE lffCIOOOAI.. TO TI1E CONrnACT .1110 NO EXTRA COW' TIONWlllOCAL.LOWED.
9, Am OIFF[Rf'jG Slit: CONDmONs FROlil THAT WHICH ts REPRESENT£0 EON. WHOl,ER ABOVE, ON OR BELOW THE SURFM:E OF THE GROUND, SHALL BE IIROUGHT TO Tl£ IMMEDIATE ,.TTHflllN OF lltE ENGIN[ER .QI[) OWNER IN WRmoo. NO Cl.AIM FOR EXPENSES INCURRED BY T1iE C<ll1l1ACTOR DUE TO OFFmOO SITE CONDITTONS Will SE ALLOWED Ir COlflRACTOR FMS TO PRO\llllE Tl-£ RECIURED 'IIRm!N NOTIFV,TION OfSU::H CONDmONs FOR R£VIEWll'l'THE ENCDIEER,l,Nll OWNER.
AS PNITOFTHE Cl.fNIINGAND GRUBIIIMGOl'ERATION, THE comR,1,CTOR ISTO RENOVEALL CING AWJ/(Jfl. EXISTING FACUTIES m0M THE Slit. CON"IRACTCR IS RESl'ONSIBL£ FOR CONDUCTING SITE VISITTOIJHDERSTANDTHEEXISl1NGCONDIJ10NSOF1HE51TE.IFREUOVAI.OFEXl GFM:IIJTIESIS NOTINCWDEDINTHE Blll,THENITSHALLBESPECIFJCIJ.l.YIJENTIFIED.
COlfJPAC"J0RSIW1.PROTECTAL1,l,l)J,tMPflOPERl1E5FROMOAW.GEBYSEDIMM,.TIONOROTHER

IFANE,t,GLEM.4NAGEMMl'lANHASBEENFIL.EllN,'ON'l'RO',{[)BYR.0RIMGMIEANDFRESHWATER  FISHCCMUISSIONANDTHEU.S.DEPN«MENTDFTHEINTERIORFISHAND'll'II.DUFESEIMCE.   C	51-W.L AOOlE BY THE PERMIT.
MANJAf,1 MIIGIUM 3' CC7JER OVER PROPOSED GAAYl!Y SANITARY, RIRCE IWN, WATER AND REUSE
I.MS, UIUSS OTl-£RWISE NOTID.
CONCRETESIIJE.W,11..KS(,sSPfCFIEDBYAPf'ROl'RIATEROAOW,.YSECTJON)AOJACENTTOAU.LDTSTO BE INSTAUED BY HOllE BUl.llER. SIDEWM..KS 1DJ.I.COIT TO PONOS, PARKS. A.'11 Of>EH SPACE, AS SHOWNONPIAl6,AA!TO BECONSIR\IClEDWITH INFRASTIIIXJ\JRE. "'-1. DACCESSTRACT SIJCfPU( SHAU. BE 6"" MINNUM.
lllJilNG CDNSTRIJCTiml, ll'HEN COMBUSTIBLES ARE BROOGHT ON TO THE SITE. ACCESS ROMIS ANO t,, SUT"8U: TEMPORAR'!' OR flERw.NENT SUPPLY OF W,.TER ACCEPT"91..E TO THE f1RE llEP.JJmlOO" SHAU.IIEl'ROVIOEI>.
111. Ali Rt.tXlLt',IEJ![TlllNS N;O l!ElllllRfMENIS Df INSPECOON PERSOIMl.. OlllEll TIW<I OWNElfS StiAU. BE REPORTED TO ENGIIER/OIIINER/IJll'NERS REPRESENT,.TIVE PRIOR TO IMPLEMENTATION. COI.FENSATlClN WU NOT BE Ml.OWED FOR WORK WHll>t 5 NOT .lrllltfORIZEIJ HY fNGINEEH/tJWNER.
17, COffTRACTCRSIW..LBEEXIR£MELYCAIJl10USWHENWOIOONGtlaARTREESWHICHARETOBESA\'EO, fJHER SHDIIIN IN THE l'IJ,NS OR DESIGNATED IN THE FED, CONTRACTOR SHAU. !ECOi.iE FAMLWI 'MTHNftl CONfORM WITHAliTREEPROTCCtlON/f'llESERVAmN PRCMSIONSOfiHECONJRACT DOCUMENTS ANO LOCAL oo.'ERNMENT. CONTRACTOR SHAU. BE RESP®SIBI.I FOR REPLACEMENT ANO MmGA.110N COSTS fOfl IHf TREES RCIJ0'y£D iH.I.T YiERE DEst.N,l,TEll TO BE PRESEIMD.
111. AliWORKSIW..L BEIJIENTOAMI SIEJECTTO INSPECIION BYAUJHORIZED PERSONNEI..OflliE CITY, CCJUNIY, CMNEA, INVOLVED llllUIY COIIPANIES, PROJECT ENGINEER ANO REGUIJ,TORY AGENCIES,
CONTRACTOR SIW.l. CONFIRM COl,IP,.TIBILJTY Of PIPE SI..OPES AND l!MRTS Cl/RING SHOP DRAWING ANIJMATERIH.SORDERIHGPHASE:DFPRDJECTANDAIMSEENGINEERorA!frDISalEl'ANCICS.
NO EXISTINC: IAATERW. Stw.l. BE USED IN NEW C"ONSlRUCIION UNLESS APPROVED DURING TilE SOOP DRAWINGAPPROYALPROCESS(Jfl.1-SAPf'ROVEDHYEl'fGINEER/OWNERINWRITING.	2J. CONTRACTOR SIW.l BE RESPONSIBt£ FOil PROTECffiG Ali EXISllNG SU!MY MONUMENTATION. DISTURBEOMONUUMA110NSKAU.BERESTORfDBYAFlORIDA-L.ICENSEDLJ.NDSUfM;YCRSEL.ECJED BYTHEOW "TCClNTit\CTOR'SSDLEEXPENSE
24, IMMEIMTtl..Y AT ONSIT Of CONSTRUCTION, CONTIIACTOR SWU. FIELD VERIFY HOIUZONTAL ANO YERTIOO. LOCATIONS OF ALL [)(ISJlNG UlUllE:S moo. TO COllf'I..EJW,iG THE PROJECT (INCLUDING W,.S, REUSE. SEWER, PO#ER, TELEPHONE, 00, N-10 CA81£TV) ANO SI-W.L EYAUJl,TE POTENJIAL CONFLICTS.ALL SUCH CONFLICTS SHAU.BEREl'ORTEOTO ElfGlteR/OWNER IMM Tll.YIJPON DISCOVERY.
CONTRACTORSHALLINSTRUCTTI-lEGOOTECl-tllOO.TESTINGLABOAATOR'l'PROVIDINGCONSl'IIIJCTION TE."STINGTO PRDVll>E POULOS .I! BENNETT wml COPIES OF AU. Srrt-WORK TEST REPORTS J.s THEY AREGEtERATEO..CONTIW:TOII.SIW.lMAINTAINlltERESPONSIBIJIYOfCOJISTRUCTlNGTI£PRO.EC"I" lNSIRICTACCORONICEWIIHTHEPRO.ECTPIAAS,SPECIFICATlONSANOREO!lflEMENT5.RECEIPTOF  COf'Jts OF GrotECINOO. REPORTS BY POI.A.OS II BENNETT IN HD WAY OBI.IGATE'S POl.ll.OS & BEJfNETT TO Nf'I REVIEW, COMMENTS OR i\CTIONS Rffil..RDING 11-£ MlflK.
OEWATERING IS NOT N-lllCP,.TED FOIi. THIS PROJECT. HOWE.VER, IF llEW"TERING IS REQIJIIED, Tl£M CIScw.RGEOFGROUlfflWATERFfil'.ll.lDEW,\TERINGO TIONSREOUIRES,',PPROY,1,LFllOMORAHGE COUNl'I', FDEP AND lHE PI..IC'a! 111,.TER MANAGEMENT DISl'IIICT. THE COITTRACTOR('s) SHAU. BE RESl'ONSl:lLE FOR Ol!TAINtlG AU. llEW,.SING PERMIJS.. rT IS iHE RESPONSlllllIIY CJ" THE CONTRACTOR(S)TOENSURETHATN..I.REOUIREDPEJIMrTSNIEOBT.-IINEDANllAREINHANOATTHE JOBSITEPRIORTOiHECOMUENCEllOfTIJ"CONSTRLICT100.
WORK SfW.L 8'E DOKE IN COM?Lw«:E WITH THE..OCCLIP,.TIONAL HE:M.TH ANO SAFElY T THRDI.JGH THEU.S.DEPAITTMOOOFLABORANDTHEfl.OOIOATREtlCfi!W'ElYACT.
211. AU.PERSONM.l'RDPERJY",E)(CEl'TWJL.BOXts,WlllflNTHERKiHT-Of-W,.YTHATISNOTREI.OCATED BY"!MEPROPERT1'0WM£RSHAU.BERE\IOYEDBYTHECONTIW:TOR"5NECESSARYTOCWSIRUCT THEPROJECTIN#.CCORIWICEWIIHTl£PLHIS. MAII..BOXESSHAI.LBEl!ELOCATEDll'l'THE CONIRACIORINACCOR.!WtCEWITHFOOTllESIGNSJNfilAl!ll.5.l2.
29. THE l MmON 511CM1'1 ON TllESE DRAWINGS CONCERtm«: rn>E NII LOCATION OF' LNIERCRDI.JNO loNOOT'rl£R UT1LlllES IS MSm ONAVAIIABlE RECORDS ANOSUM:YS IIUT IS NDTGIIAA.\NIEEllltl BE,.\CCJJAATEORALL.-INCWSM:, lliECOIITRACTOR:lfW.LMAKEHISOWNOEIERMINATIDNASTO THETYPEANOl.0a,T10NOflll11.J11(SASMAYBENECESSIJ!YTOA OD1,.W,GETHERETOAHD l'ROTECl"EXlSJINC FM:IIJllES CURING OONSTRUCTlON. THECOKJRACIOR IS RESPONSIBLE FIJI COOl!DINATlt/G IJflUlY 11.EL TION Wrrtl l1llJT'( O'!YNERS AHO ENCIKEER SHOULD SITE C DfllONS DIFFERFROMlliOSESttOWNONIBEf'l,\NS.
JD. CONTRACTOR IS TO MAM"AIM U NlEllRIJPTEO ACCESS TO AU. DRrvEWA'YS AT Ali TIMES AHO IS TO NOTIFY PROf'ERTYOWNERS FM: DAYS l'RiORTOSTARTIMG CONSTROCTION,
31. SHOIJLDAGCRESSM:50ll.SBEENCOLIKTEREIJOOIITRACTORSHAl.1.NOTIFYENGliEERFORREMEDW..
32, "IM"P'A'·CJSTOOFFSITT.:ROliOWAYS.IF .WlllNEEDTOeEREPAIREDINACCOROANCEWITHCOUNIY" ROOUIRDENTS. IF ROOUIRED, CrMR.I.CTOR SHALL OBTAIN SUREIY BONO.
lJ I.NIOsc.o.PlffG WlrnlN DN«lER TRE.E/REMDVM. E.l&MENT PER ORB 2593, PO 1468 SHALL BE UMllID TOAt.WIIMUI.IHElGHTATM.\TURITYOF120Fl.
NO EOUIPl,£NT ElCTENOtlC HIGHER THAN !5 FT. ,',fl EXISTING GIOOJE SIW.1 BE USED 'MTIIIN PDl'JEREi\SEl,IENTS.
THE EXISTENCE ANO LOCA"JlDN OF N-ti Mlll-!Wl OR UNDERGROUND urur,' UIES, f'IPES, OR SIRUCTURESSHOWNON1JIESEPlANSAREOBTAtlEDBY,.RESEARCHIJ"Tl-£,.VAllABLERECOIIIJS. THECOlfTRN::TORStw.l.TAKEAU.folEC£SSAro'PRECAU110NST0,.1()100AMAGETOSAl.£.THE COtl!RA.CTOR SHAU. USE DCIREME CAUT10N WHEN WORKINC NEAR MRHEAD UllUllES SO "5 ltl SAFD.Y PROTEGT ALL NEL»ID EOUIPMOO AND stW.l. BE RESf'ONSIBL.E fOR ALL COST ANO UABIUlYINCONNECllONTllERE'MIH.
AITTWEl.1.SSHOWHIEREONAAETliEWElliil..DCATEDIDDAlEANOOONOTN L'\" REPRESENT AI..L WEU..S Or-.1 iHE PROPEll1Y. T11E GNEER 51-W.L BE NOTIFlEO Of Nrr lll'ELL.S ENCO\IHIERID OUR1NC CON'iTRIX:IlllN. ALl!,WEI.Hl,.:ilM-lll 'ill.lllATED m REVAt1 OR FUNCTKlN SIWJ. BE:PllOPERLYS ANO.-t8'NOONOOlPERN'PI.IQSL£AGENC"fREQVlllEMEHTS,
1VIIIRATOR'I' COMPACTION t.ETI-«JDS SIIALL NOT BE USED WJ1lilN mf EXISlltG GI.S OOEtilENTS. "11.LllHTPOlIS»IJSTR\JCTURESTDBELOCATEDINTllEFIEI.DBYSIJRVEYORRETA.INEOBY
CONTAACTOR.
	THE CONTRACTOR SIW.1 BE RESPDNSIBL£ FOR TIE RE5JORAT111'1 OF Am TRMF1C El.lUl'MOO, INCl.UOlt«lBUTNDTUMITEDTO,FllER,LOOPSENSORS,Pllt.LBOMES.CONllUIT,TRAFTICSIGNAI.S O LESS TH:,sSEDA!: ro:TJ:rJ OR=:N:.THEIR ORIG1N,IJ.
	ALL EXCA.,,.,.TED AREi\S TO BE SEEDED 00/0ll SOOOEll mER F1N1S1-t GRADING UNLBS DTHERWISE NDTID. All. NEWLY SffDED/SOOOED ARE,15 SIW.111AY£ A MINIMUM llf 4• Of TOPSOIL fiDlD SOIL OOWH 1" FROM PAVEMENT ELEVATllN, CONTRACTOR ID SUPl'I.Y STRAW MU.CH WHERE (;RASS SEED W.SBEENPLANIEO.
41, AU. 0:1S1l"- EASEVCNTS, RIGlmi-Cf"-W,.Y, .YID LOT LINES lilAY NOT BE 51-«lWN. REFER TO THE AI..TA/NSPSLJ.NOT111.ESUIM:Y,BDUNDAR'l'SUR'IEYORT111.EWORKFORI-SSOCIATEDENCUMBRANCES.
. SURROUNDINGClEVEI..OPU£NTANOEI..EVATIONSWEREllEIERMIIElFROl,lllESIGNORAWINGSASL.l5TEll THE SURVEYOR SECTION. CONTRACTOR TO AELO VERIFY "11. EI..EYATXINS P OR TO CONSTRUCTION
ANONOTll'YENGIN lroonREHT.
PROJECT Will BE COMPLETED IN 1 PH.4.SE IN ACCORDANCE 'M1H lliE C0t.61ERCIALOES1GN

44, SIGHT LINES SHDWM ON 1HE PlmS SHAL.l. BE MAINrNHED WITHN TilE lRIANlllES 00TH HORIZONTALI.Y NIO VERTICIUY FROU lO INCHES TO EIGHT Fm IN HEIGlfT. ALL VEJmCM. SITE ILIPIIIJVEMENlSSIW.1.BEREUDYEIJORMEPTCL fROUfflWiGI..E5.
Alill£CI-WIIICALEOUIPIIENTL TEDOUIOOCIRS,SUCHI-SHEAT1NG,VENTIATION.MICONIITIDIGNG, REFRIGERATIONSYSJEMS.ANOTRANSFORLIERSSHALL.BE:VtSl./ALL.'l'SCREEHEDFROMNJJACDfT RIGHT-Of-WAYP ORANGECOUIITYREOUIREMENTS.
ENG11£ER"5SUMESNOI.WlllJIYFDRYERIICAI.IW'R(MJIE!fl5. FIJlffiER,ITISTHECONJRACIOA'S RESl'IJNSHUIY m ENSURE YERT100. ELEIIEIITS 00 NOT CONA.JCT W'TH IIPRCMMEIITS SHOWN HEREON.
01.11.f'Sl"EA ENCLOSURE SIWl. BE CONSTRUCTED IN CONf'ORIWICE WITH lllE ORANClE CCll.MIY CONSJRtJCllON STNlllARDS ANO DITAI.S ANo/oR"'iHi""'Dli".A11..S SHOWN HERON.
	STORACEOFMATERW.SIINSITESIW.1.BEINOONF'ORMANCl:W!THTllEREQUIRnlENTSOfORANCE COONN.
4\J. E.OUIPMOO N-10 CONCRITE 1'1\Sfi OOWN AREAS SH.\LL BE LOC.-.TID AM! w.tl'JAINED PER ORANGE COUNIYREOi...REMOOS.
50. ROOFDRHNS(OOWNSPOOTS) FROM"!MEBUIUllNGSlw.LSECON CTEDTOTl£0NS1JEDR,IJNAGE SYSTEM. BLIUllNG Cffi"TRACTOR SHAU. MAKE CON CllONS TD lliE _. ORNNAGE: PIPE srues AT
SJRUCTIJRES/STU8-0IJT Pll'£S,  ENGtlEER RECOLIM DS AN AIR GAP" BETWEEN ROOF If
DOWNSPOUTNIOINI.OCONNECTlQN.
POOLCDNIRACTORSHAU.CIJNNECTTHEPOCX.SIDESl«JWERORAINTOTHE......: STUB PROVID£DAS SHOWN.
52.. OISOilRtiE FfiOM TtiE POOL OR POOL EQUIPMENT SHALi. BE CONNECTED TO THE (SANITARY SEWER LATCll-'l/STORI.I MAIN - CIEPEHtllNG ON JUf!ISIJCTlON). NO DISCHAAGE INTO THE (SANITARY/STORM) SYSTELIISALI.OWEO.
Sl, A FIRE OEPARTMOO ACCESS ROAO SllAJJ. BE PRCMDED lir THE START Of THE PROJECT ANO MAINTAINED iHl!OtDIOUT COltm!UCTlON..SIClHT LINES IJIIIN ON TllE PlANS SHN...I.. BE MANTN1£D fflTHIN lHE TRIAHCL.ES 00TH HOlaZOIITTill..Y ANO VER11CA1.LY FROM 30 liOIE:S TO El.HT FEET IN
HEIM. N..1.YERllCALSITT:IMPIIOVEMENl'SSMAI..LBEREIIO'JEDORICEPTCID.RFROIITRWIGl£5.	IXRECTLY OR lNOIRECllY. GINEER RECOMMENDS (;EOlECltllOO. CONSULTANT REVIEW SITE CONXll0NS TO llEIERMINE IF",. Gl.OIW. ST,ID'lJTY ,\N,llYSIS FOR RETAINING WALLS IS N'PRCf'RII.TE,
57. IU.NHOLI UDS, VAI..Vf. CCMRS ,lj,I] ClfAN-Dllfli LOCAlED IN TRAVEl 11,N[S SIW.L BE TIWFlC l!EAmNC, TED,
511. fl ORANGE COONIY PRIOR m THE START or I.Nil DISTURBI ,'CTMTIES, WftCfi l LIJDES
IIMOUllON, E"ARTHWORK »II/OR CrliSl'IIUCTION, THE O EA/COHTR/CTOR SMAI..L PREPARE: ,. STORUWATER POU.UTION PR(V(NTION PLAN (S'IW'PP) AND SUllMIT TO lHE nORIOA DEPARTMENT OF EIMRONMENTAI.PROTECTIDN(FDEfl)AflOTICEDFINTENT(NOl)TOOBT,U,ICCMRAGEUNDERTHE NPDESGENERK: PERMlrFOR STORll'll,.TER DIS!Ji.lffl:E FROM LARCEAND S\WJ.CONSTRUCT1Dlf ACTMlES (CGP} PURSI.WfT TO H£ REOUREIIEHTS OF 62-&21.300(4)(>,) eAC. ,. COP'I' OF TIIE NOi SHAl.1.BESllllMITTEOTOTHEOPERATOR(S)OFTHEMS4,GDPIESOrTHESWPPP,NOl,MllFOEP M:KNOWl.fOOEIIENT lETTER NIE. TO BE KEl'T ON THE PROJECT SITT: AND MADE ,.VAIi.ABLE UPON
!!EOOEST. UPON COMPLE110N OFALI.LJ.Nll OIS11.IRBING ACTMTES ANO AFTER ANALST"'81LIZATION OF'
lliE S1IE IS COMf'I.DE, THE llE,£1,.0l'ER/CONTRACT SHALL SUBlilTTO FDEP A tlOTICE OF TERMINATION (NOT) TO END THEIR COVERAGE l.tlDER lliE CGP ANO PlllMDE,. COf"'r' OF THE 001 TO lliEOPERATOR(S)OF"!MEMS4.

	THEr.rum!ACTORSHAl.1.SLIIMrTACERTIFlEllSETOFRECORDIIRAWIHCSTO"!MEOJCINEER.™E CONTRACTOR S1IAU. BE RESPONSlfl.E fOR RECORDING INfORMATION ON 1HE Af'PRCMD Pl.ANS CONCURROm.Y wmt CONSJRIJCllON PROGR£SS. RfCORll llRAIYtlGS SIJBt.lTTEO TO THE ENCINEER "5 F'ARTOf"THEPROJECTACCEPT.W::ESHAU.COMPI.Yffl™LIUNICIPALIIYREQLIIREMEHTSNIOlliE rOl..lDMNGREOIJIREMENTS
THE VEfll1CAL Al(! HORIZONl""L O,.TUMS USED Sl-lAl.1. BE ,-S ST,.TEO ON "!ME DMWINOS. WINGSSWJ.LBElfGl!l.YMARKEllTORECOR[),1,CTU,1,1.CONSTRIJCTION.
IR\\IIINGS Stw.l. SHOW M:TUAI. LOCAllOH OF AU. U ERGRO\JNO ANO ,\00\IE GROOllll !m:lf!I.I DRAl)W;E, POTAEI..E WATER MO WMIEW TER PIPING, AHO RELATED ,lflPlJlfil!WfCES.. "11. CHANGES TO Pl'INC LOCATION INCWDING lfORIZIJNT-'l ANO '<amCAL LOCATIONS Of UTllJJIES ANOAPPURTENANCESSHAU.BECLEARLYSHOWNANOREFU!DICEDTOl'ERl,l,l,NENTSURFACE lt.lPROYEIIENTS.DRAWINGSSfW.L.ALSOSHOWACll.W.INSTHlllJPIPELWERIAL, ErC.
ORA\llllfGS SIW.!. Cl.EARLY DICA.TE \'ERTICAL. ANO HORIZONT,.L SEPN!ATION BEJWE£1,1 f'OT.l,BLE WA1ER tu.IN ANO SJ(Jfl,1,1 DRAINACE/S.o.NITAAY S /REClJJMEll w,.ru MAINS _AT POINTS or CROSSINGINACCORllANCE'MTHFDEPCRITERII..YIDUTlLm'PROVIDERREQlllREIAEHTS.
1.S.. = u!c e/ LYo:o:wo:-1-EJ'/Fl i:.□f DIUENSION o'oEiM. INCL NG
DRAIWIGSSI-W.l.Cl.EARLYSHOWALLDETAll.SNOTOlfORIGtlALCONTR.-ICJDl1,l,WINGS,BUT CONSTRUCTEOllfTHEFlEUl.AliEQUIPMENT.YIOPlf'INGREI..OCAllONSWJ.LBECl.OOlLY
"I.O"C"A'·TI OF All. INL.ErS. M,ll;H(US, HYDRAN1S, VALVES, AND VALYE BOXES SIW.l BE SHOW!,/. Ali VAl.'o'ES stW.l. BE REFERENCED FROM AT LEAST TWO ANO PREFERAfl.Y lliREE PERMANENT l'OllfTSORBYSTATEPI.NIECOORDINATESOROTHERVTILIIYF'RO'YIIIERACCEPTAEl.E
REFERENCE.
1.11. D114DISIONSBEl'IIEENN..1.IM.ETSANDMANHOlfSstiALLBEflELD'ff.lmEO.N!DlliEINVERTS ANOGRADEEL.EV,.TIONSOFAU.INI.ETSANOt.lANHOLESSHN..LBESHOWN.
1.9. CONTRACTOR SfW.L PROVIDE AS-BUILT SURVEY FOR POtll GRACING. AS-BLU POND CONTOUJ!SSHALL.BEPRDVIDEDATTOPOFIIANK,POmBOTTOU,ANOALI.GR,\,OEBREAKSANll ELEVATIOltiSPECFIEOONTHEPLANS. ORSHAU.BERESPONSIBLEFDRRE- ING POW£l SLOPES TH,l,l ARE STEEPER 11-W'-I REQ!m!ED PER P (f«IRIZOKTi'J...-vElrnCAL) ltl A llcPIII OF 2 FT LllilM\AI IE.OW THE SI.WT.
1,10,WHERETilE POTHILE WA.lER W,,N CROSSES OlllER IJl1IJIES (SJORl,1, (;11,1,VIJY SEWER, RlRCEUAIN Al(! REGlANED WATER], THE CfRTlFIED ,l';-BIJILT OAAWINCS SIW.1 C1.EARI..Y INDl!'.l,,TETHECONSIRUCTEDB.EV,.TlONS,AlllNGWITllPHOTOCRAPHSOFE",\CHCRDS.SINC,IN
SUCH A WAY ll!AT TliE VER11CAL SEPAAATION BEl'NEEN THE W,t,TER MAIN ANO arHER UTl.lTIES
W.Y BE VERIFIED BY THE GmEER. FALURE TO PRO','IDE ms INFORMATION Wll. RESULT IN TI£CONTRACTOREXCAVATINGANO GlliEUJ11Jl1ESATTHECONTRACTOR'SSOCE
"W"HE"RE''·THE P0™31..E \11,.TER WIN CROSSES OTHER Ul11.J11ES (STOIN. GRAVIIY SEWEil, F'ORCEWJNANDR£CI..A1MEOW,.lffi),M"CffillflEllA5-BUILT□RAWINGS:}IW..La.£ARLY INOICATElt£L TIONSOFPIPE.KIOOSINSUC!tAIMHNERI-STODENONSTRATElltEPIPE IS EDATAL.l.TllECROSSING.f,1.11.URE:TOPRCMDETHISINf'ORMATIONWlllRESIJLTIN THECONTRACTOREXCAVATINGANOSIJRVEYINGTliEIJJll.mE5,.TTHI.CO 'ssru:
.W"H"C"RE''IJ-l'GR-IOED PIPE IAATERW.S ARE SHOWN IN lliE: PlANS 00 AS DIRECTED IHM FlELD
BY THE ENGIIIEIR OR tJUNICf'AI..IJY, THE LENGTH, LOCAOONS, FITTll,/GS, ETC. FOR UPGIWlEO PIPESIWJ..!IESHOWNDNTHEAS-BlJUDRAWNGS,RECORDORAwtNCSORPHOTOS.
Ul.CONJRACTORSHAU.PROVIDEAS-BUILTSURvEYF"DRAU.P,.RK,.tfllOl'ENSPACETRACTS G!WIING. ENGINEER WlLL CONFlRU CIJMPI.IANCE: wmt MlENCY REQUIREMENTS AND NOTIN COHJRACTORIFRENEDW.ACT10NISN£CtsSW.
CONJRACTORTOF'lACECRADESTAKESATCENTEROff"ROttrNIOREARLNfTSOFEAaiBUILDING PMIFOROWNER/ENGINEERINSPECTKJNM'[)Af'l'ROYAL
COUPL.EfE CERTlAEO 1-S-BLU DRAWINGS SIW.l BE PROVIDED TO THE ENGINEER PRIOR TO tw:TERIDL.llGK:AL TESTING. FAILURE TO PROYIIIE ACCURATE DRAwtlGS !IAY RESIJ..T IN EXPIREll TEST RESULTSANOREOUIRENJOOIJNAL.TESTINGATTHECONTRACTOR'SSOCEEXPENSE.
AS-BUILT DRAWINGS SHALL BE PREPARED IN ...COOROANct WITH F'OUlOS & BENNETT CNJ ST.a.r.tlAAOS,
S. POTMIL.E W,.iER CROSSINGS - POULOS & BENNaT f!EQOll6 THAT ,.T LEAST PERCENT {10,:) OF'1HEPOTABI.E\IIATER CROSS1NCS,.Nll lNSTALLI.T!OOS 8[ AELD VERIFIEIJ EJ'/l'OUL.OS & BENNETT STAFF". THE 10,: TO BE flflD VERIFED Will I£ DENllAEO BY POO..OS .!I B NITT PRIOR TO COHSTRIJCTIONANOPRCMOEOTOlliESITECOlflRACT(Jfl,,
INORANCECOW/1YCOIIIPl.fTEA5-lllll.JSloNDI-SSflTAll.f:S,Mffl1NGOCULWII.JAI.OFSTAN!WID
AND CONSTRUCTlON SPECIFICATIONS (0ATED APRIL 2011), SHAU. BE PRO\-'ICED TO POULDS & BEtffJT FOR REVIEW AND N'PRDVAI... f'AY M'F'UCA.TIONS REQUESTING IWl'MENT BEYOND"°" or COHTRACTAMOONT,l'EllSYSJE\l,U,.'l'BEHEI..DATTHEOISCREIIONOFTHEOV/NERUtlllllllE
AS-BWLTS ANO ASSET TA1!1£S ARE IIEMED CDMPLITE BY POIJLDS .I! BEIINETT.
CONTRICTOR S1-IN.1. PROIIIDE El!W,TIONS OF THE NJA RAl!PS, 1..ANDl!«;S ANO CROSS-WM.11'.S T SUFFICIDITLOCATIOt/STOOCTERUINEAl)llERMICETOTl£NJAWDEUNES,

S\fflYfl'ANPOOtfIROI·
EXISTINGTOPOGRAPHYANDCONTOURS EOONTHEFOLI..OWING SURVEYOR: .11.lIH & COlilPANY
llliTED:OE/Oll/22
SIIRVEl"OR'SRC'ERENCE'ff.RTICAI..BENCKMAAK:
IISCRIPTION, ORANGE COUlflY BENCH!.IARK NUI.IIIER l.86723
Srrt== :;::	I
CONTICT Al.LEN & COMPAITT roR INFORM.\TION	
rwm.sCANBEUSEDIFMLONGlllllEltilONISMORETHAN1.5llMESlliE OR1"(4=.g.B'
12'). JOINTSPACINGSIW.LNOTDCEED10FEErlNA4"SLAl!,.t:15FEETINA6"SLA8.
B.,\IJJJSTJOINl1NGIA\'OUTORLOC,.TIOMSOFUANHDLES,CATCH  INS,FOONMllONS.t:
OTHER BUILT - IN STRUCIURES SO THAT JOINTS WU LINE UP WITH CORNERS DFTHE STRUCTURE. JOINTS w,y BE GLED TO POIIITS OF STR[SS CONCENTIW'ION ro AL.LOW
AI.JGNl.!ENTWITHCORNl:RSOFSTRUCTURES.
CONSl'IIUCTlOH/CONfROL JOINTS -- Mt1 lARGE ARE"A OF CONCRETE SHAU. BE PA\Q IN PS OR LANES, E"ACH lANE SEPARATED BY,. Kl::'YEO CONSJRUCTIONjCOtfJROl.JOINT. ALL P.IMNG WIES S1W..L
BE SUBIIMOO, BY" LATEIW.. KE'l"ED JOINTS R I"- CONllNUOUSLY f'ERPENDICUI.NI TO P!MNG STRIPSSPM:EtlTOAU.DWSQUAREPA'o'EMENTSEGMENTS.  CONSlllUCTllNjmmiOLJOINIS wsr
PRO\llllE LO,l,ll TIWISFER WITI-1 KC'l'EO JOIN!"S & 5TED.. REINFORCING OOWflS CONTINUING INTO AOJOINl'/G SI.JBS.
1+.CONSTRUCTIOfl/CONfROI..JDINTSM.\YBEHIINDTOOL.EllWITHM.\X.0.251Nl>tl!AllnJS.
CONTROL. JmllTS -- CONTROL JOINTS ARE SE1" IN THE CONCRETE SI.MIS TO PRE-- ESTABLISH THE LOCATIONDFCIW:KSCAIJSEDBYDR'l"ING,SHRINKACE,ORlHERWil.CIWIGE.ACONSTRUCOONJOINr  1-S OESCRIBEDli NDTE2.AIIOYE IS BYDEFINITIDN""50ACONT1llll..JOINT. CONTJIOLJOINTSAS DESCRIBEDBQ.OWMAYBEUSEOTOREPlACEKEYEDCONSTRUCTJONJOINISFDRlATERALJOlfTS PERPENOICUlAR TO PAVING 11,NES Ir APPRD'JCD IN WRmNG Et/ Tl-£ ENGINEER.
l+.DEPIHOFCOlfTROLJDINTSHALI.BEDNE- FOURIHIJ"TIETOTALSWTllCIOCS{,.w, 1.5" f'OR6"SIAB).
9. CONTROL JOINTS SHA1.L BE FORMED BY I-W'ID wmt 0.2S INCH RADIUS TOOL OR F APPROVED BY EN EIR, FDRIIEO 81' SA'MNG, $-.WING OF JOIIITS stW1. BEmN AS SOON
AS lliE CONCf!El'E 1-1"5 llJ.RllENFJl SlFFlCJENllY TO f>ERMfl' SA'MNG wmtotrT RAVUlt«l.
l'll'.IIA1101f J01NTS -- TliESE JOINTS AAE USED TO ISa.ATE SUl.OING f'OUNDATIONS, SIJCWM..1(5,
S,  UGKT .!I SIGH BASES. & RETAINflG WAI.LS LEAVING THE SIJBS FREE TO M IICRIZONTAU.Y
.!IVEROCAI..LY.lliESEJOINlSSfW.LEXTEtflll-£FULLDEl'THOFTl£SIJS&SHAU.NOT>J.!JJft
mt" LIWI TIWlSFIR ACROSS TliE NT.
I+. ISOLAllOH JOINTS BEIWEEN SlABS AT SOME GRADE SHW. BE FORMED WITH 0.25 INCH 1ttK:K Nt:OPRENEOR0,501NCHTHCKASPtW.TIUPRECW.illl FllERl'l.1.ERWITHHYDROCAABOH RESISl".W w.sTOMERIC FlL IAATERll,l AS SEALER. ALI. EDGES TO BE fw«! TOOL.Ell WllH li1AXIMUM0.5DINCHR,\QftJS.

CONTRACTOR SHAU. REMOVE Ml WASTE M.\.TERIAL RlR DISPOSAL OFF-SITE. DISPOStl. stW.l CONFORMTOAliN'f'IX.ABLEREGll>.TIONS.
	EXISTlNG UNDERGROUND IJllUllES, UNLESS OTHERWISE NOTED, IIAY BE CAPPED/PWCGED Nill OONEDINPIACEEM wmtlN30Ff.DfHUIUJNG.CN'l'EllNIJPWCGEDPIPEEND5SHALL BEENCASEOINCOHCREJ"E,S"LIIN!MUMTHICKhESSAROUNOPIPE.UANHOLEBASESM.\YEIElffllt PI.ACEPROVIOEDTHo\TPIPEDPEIIINCSAREPWCCEilANDRELWIDJGBASESAREFILl.EllWITH  CO ErC6"MINII.U.IA80VEHIGHESTIIMR1".
l. NMW.TERLI.LSClAIUEDI-SSI.I.VM:f: BYDWIIEREIIHER ltTHEFlELDOR IN11-£DAAWINGSSHALL BES!OCKf'l.EDFORIIWl,lfJl'SREUOYAL.
4. CONTIIACTORSIW.LBEl<NOWLEIXVa.EDFTIIECONSIRI..ICOONOOCUMENJSNlllBERESPONSIBLE FOOPROTECTINGNffEXISTINGFACUJYSOllESICW.TEDORDESIG TEDTOIIEUSEDINTHE'MlRK.
5, COHTRACT SI-WJ. REMOVE AU. FOUNOAllONS, CONCRElE SI.JES. AND UNDERCRWND STRUCJllRES ElCISTINGONTHESITEATTHETWEOFBIOOINGUNLESSOTHERIWSElllRECTED,
&. COlfJRACTORSIWJ.COORIIINATEWIIHAPPl..lc+Jll.EUTILm'COl,IPANJESANOBERESPOMSIBI..EFORTllE 1£Rt.lNATION, D'J'PING-OFFANO REIIOVALOFAU. UNllERGROUNllNIOABOVE-GROUN'.l llllUIY SERI/ICESEXIST1NGAT11-£TIMEOFBIOOINGUM..ESSOIRECllllTOll!OOTJERWISE.
7. CONIIIACTORISRESPONSl!l£FORlllENJll-"Yll«lMIODIS?OSINGALl.WASl"Etu.TERIAI.SCOMSIS'lD,'1" WITHAI..LRUl.ESANOREGUlATIONSWPI.JCABL£TOTHESPECIFl::LI.-\TERIALFOUNO.

"'-"""'
I.  THECON1Jl,l,CT"ORSHALJ.INSTAU..,"5PAATOFMtlFRl&lRUCT1JIE.YlllPRIORTOCERTIFICA.TEOF
CDMPLETlON,OROPCURBS,SlRll'ltroNfflHAN RAWSATfilflTERSECTIOHSOFS!DEWAI.JCWIIH THEPROPOSEDPAVEMENTTOMEEl"STATEOf"Fl.DRl[ll.ACCESSIBIUTYCODENftlFEDERAl...1+.D.A. SPECF'ICATIONS.
. P,.'o'EMENT Clt-l.DFS CNER HANDICAPPED PARIONC SPACES SllAU. NOT EXCEED 2'I: fl Ni'f DllECTlDN EXCEPr,.TIW!PS,(NOTE;Rmf'LENGTHSW.YEXCEE06fffr.)
	PROPOSED AND EXISINl SIOEW,11..KS SKALI. BE RAMPED ruJSH WITH PAVEMENT. RAMPS SIWJ. NOT EKCEEll SLOPES OF 12 fiDRIZONTAI.. TO 1 'IERTICAL. (N01E; RAMP LEWIHS REOUIREO MAY EXCEED 6 IT,)
Ml E SIDE'ff"H.J( RAMPS CDNNfCT TO MIAMI CURB, lliE SLIJIE OF THE 11W11 CURB SHW. BE HD stm'ER TI-WI 12:1 TO CONFORM wrrn FLORD.l/FEllERAL REGLU,TORY RE0U1REMEHTS. TWO FT. 1..000 CURBTR.WSITIONSSIW.l.BEUSEOATEACHSIDEIJ"THERAMP.
WHERE R,i,MPS ARE POmED .+.DJACENT TO 0:151!NG UWAI CURB, lHE CURB SIW.1 BE REMCMD, F'OR
,. DISTANCE EXTENlllNG TWO FT. BEYOND EACH END OF THE W,O.UC ANO f!ECOlfSTRUCIED.
II. SIOO'IAU RAMPS SHAU. INCi.UDE OCJ[C'T,',fll.£ WARNINGS ll!AT ARE TDm.lRED 1N CONFORIIAHCE 'M1H FDC!r STANDAAOS EXCEPT WHERE LOCAi. COIIS IJICLI.TE OlllERWISE. CONl!lACTOR SW,lL COORDINATE 'MIil I..DCAI.. .+J./IHORIIY FOR PRE-POUR INSPECTION PRIOR TO Ni'f SIDEWAIJ( NICI/OR RM1P CONCRETE PO\JllS.ITISTHECONTR,1,CTOR'SSOl.£RESPONSll'ILm'ltl ENSURETl'.\TALLRN.IP TDm.lRED SUJlfACES NIil SIOCW}JJC LONCfllJOIIW. AND CROSS SI.OPES ARE ti CONFOJIMANCE 'M1H LOCAL, STATE Nill FEDE1W.. NJA NIil FM! HOI..ISlNC ACT STANDARDS.
CONTRACl"OR SHAU.COORlllNATEWflH ENGINEER FOR PRE-POUR INSPECTION PR10R TONN SIOE'WAIJ( AND/OJICUR8RAMPCONCRETEPOURS.
Ali t.Wtiot.£,	BO:<, lllUIYVAl.l.T, VAi.VE, OR OTHER 00\GS 1..DCATEO WITHtl SIDEWALl<S »I)
CROSSW.tLKSSHAU.8EAl)ACOMl'I.WfT.

SIGNAGEANPw.RKIIGNOTTS·
	Ail.SICHAGE,PAVEMENTMARKlNGN!DTRAFFICCDtlTROLD&'ICESSfW.LBEINACCORDAHCEWITH FINI,. "MAHlUt.. ON UNIFa!M TIWAC COHTROL DEVICES f'OR STREETS .YID NICHWA"l'S", LATEST
rnmoo.
	ALI. ldARICINGS ANO Sl'IIIPflG ARE TO BE (THERMOl"LASIIC/PAINT} NIO SHAU. BE N'PUED WITH UECHJ.Nlt:AI. ECW'UEKT NID lEMPI.ATES AT T1iE L.OCAmNS AND LENG!llS SHowtl ON THE PUHS
{JWO COATS Ali 1.0CAllON. COLOR SHA1..L BE WHITE, UMlfSS OJHERWISE SPECflED. AND SIW..L li!EEl"ALI.Al'PLDBL£REDUIREMENJS.
1 Al.1.ACCESSIEI.£ (l,illl) PARKDIG SPM:ES SHAU. BE OESIGNATED BY N'PIIOPlllA.TE PAVEMENT MARNflGS AlfDSl AGE.
4. BLUERIFI.ECIMP,.VEMENTt.WUCERSSNAU.BEPIACEODPPOSITEFIREH'l'OAANJSINTHECENTER OFTH£N ESTTRA'1£1.l»IEltlMARKTHEIRL.OCATIONS.
5, REI.UIATORY SIGNS (STOP, ETC.) SliAU. BE IM PLACE PRl>R ltl FINAi.. INSP£CTIIJN Of PAWfG t.lPROVEMENJS,	
21. ALL FOOT DESICN INDICES ARE HEREBY WCORPIIR.'.TED 1-S PLAN REFER CES HEREIN. GDNTRACroR IS RESPONSIBLE f'OR OBTAINING COMPLETE: COPIES OF AU. N'!'UC"81.£ INDEX ORA"MllGS ANO COt/SIROCTIHC All WORICS tN CONFORMANCE WITH THE FOOT RIWJW,.Y MO TIWf1t: SJNfllNIO PIANS,IATESTEDITION.
22, IT IS THE CONTRACTOR'S SOL£ RESPONSIBIUlY TO COMPLEID.'l' Sf,ij(( N«I CHECK Ali IMPROVEMENISTOENSUREAOEQUATEPOSIIION1NC,BO"!HHORl20NT,1..1.ANOVERTICM.P TOlliE INSTAUATllNOFN«-lt.lPROVEt,1[Nl!i.	54. LIAINtE!'WICE o; TR>.mC OO INC: CONSTRucnDN SHALL BE IN CONFNIM.I.NCE lWIH THE N'PRIMD
M.D.T. Pl.AN ON fl.£.
COt/TRACTOR TO IU.HTAN ALI. EXISTNG SIDEWALKS OPOI DURING CONSTRUCTION, OR A	"°-' COMPLWIT,TEli!PORAAV.lE'PROVEOPEOESTRIANP,.THSfW.LBCPROWlEDUNJl.lllESIOCIY,IU(CAN BEREOPENED.
flETAINING wms SHOfflol f£REON AAE TO BE DESIGNEll BY OTI£RS. ENGINE[R ASSUMES NO I.W!IUTY FDR ON.¥.GE OR FALURE OF CML IL'IPROW!Etli'S CMJSED 8" FAILURE OF WAI.IS WHE!M	SIRM.Y.oot/lRACTORSfW.l.VERIF'l'ITSCORRECTllESSATTIUEOFCONSJRUCTJON.

CONCRmJOINTCQl§JRIJCJIONNOTFS· JOINISRIRCONCRITESLAflSWlt:RENOTD!ltE:RWISE:PROVlllED
GENElW.-,.JOM1N!lR.NISHAI.J.BEPREPAREDBYTHECOlflRACTOR.!! N'PROVEDBYTHE ENGINEBIPRIORTO PViCEIIENT OF lllE CONCRETE
l+.A SQUARE JOltmNG PATTERN IS REQ(JIR£1l "Ml E POSSIBLE. If" NECESSAAY, RECTNfGULAR			

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PACI-DRIVE APARTMENTS ORANGEWOOD N-2PD

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CONSTRUCTION NOTES

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Exhibit No. 2.0	Permit No. 48-108279-P

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	SHOUIDOONSJRUCTIONPI.NISINDICATEolllSPIPEMAYDEUSCD,ENGIN£ERSftAll.8ENOTlflEOOF SUOIBYCONTR,l,C.TORPRIORTOM.li'JERW.OAOOIINC. ENGINEERSIW.l.DEPRO'YIDEDWllH SPECIFICATIONSAlflllNSTN.lATIONMnHOOSPRIORTOINSTAU.ATION.
Z. vrt-l[ ADS f'IPE IS tJSEI) >S AN Al.TER!u.TE TO REINFORCED COl«:Rffi PIPE:, CONTRACllJR SIW.l SUBIJITDIOSTOEHGINffRINWRlmGmlREVIEWANDN'PROVALOFMA OOSTs.\VINGSTO OWNER.
J, .-.OS PIPE SfW.J. NOT BE USED INNlOO Of HIGH GROUNDWATER UNLESS PROPER ADSAPPROYED METHODS ARE USED TO MmGA.TEFORPOTEtlTW.Fl.OTATIONAtDAI.ICNMOOSHIF'TS. ANAUlHIRZm
...OS REPRESEHT,\TM: StlAll. l T  All_ SUCH EAS.
"4, PF( SWll MEET ALL GOVERNING LOCAL MJIHllllfTY REQIIIREMENIS >S WEL1- J,,5 THE FlDRIDA [)[Pn.JMENT Of TRANSPORTATION. OOITTRACTOR SHAU. PR(M)E WRITIDI PROOF Of ACCEPTANCE BY

5 ...OS Pl'E PREVIIXJSLY SIOREll IN IXITIJOOR CONOOJONS 5ti1J..l. BE OISCLOSED TO ENGINEER fCfl
1HIROPARTYREVIEWOfPIPEPlllORTOACCE?1'.IINCEr0RUSE.
11 Mt INSTM.L.EO PIPE IS SUBJECT TO r.w!DREL TESTING PRIOR TO M:CEPTANCE,
7, IN MUNICIPAL.ITIES WHERE AllS PIPE IS NOT Al..l.l1l\'ElJ IN lHE PUBU: RlGHlS-OF'-W,t,Y, lHE CONTAACTORW.YUSEAllSPIPEINPRIVATE,HON-PU!ll.mNIEASWIJHEOOINEER'S MISSION.
11 Pl'E ,i• TO .ffl" {'WHERE DESIC!u.TED) stWJ. BE NJS HllPE N-12 SMOOTH WTERKJR POCYErHl'I.ENE Pl'E. l'IPEAllll F'lTIJNCS stW.1.BE liWIEOFVl N PE OOUPOUNOSWITH CONf'ORM l'IITH lHE RE0UIRElilOOSOFCEl.1ctASS32«WCANDDEF1NEDAll>OCSCRIBEOINASTMOOl50.
!l. THEHDPEFITTINGSSHAl.l.NOfREOUCEORIUP.-JRTHEOYEAAU.INIEGflflYOIIFUNCTIONOFTHE Pl'fLIIIE. FITTINGSIMYBE fRMOU)[l)ORFASRICATED. THEFIITiltGSIMYBEINSTAl.lIDBY 'IAAIOOS UEJIIO[)S, Sl.lCH AS SNN>-ON, SCREW-ON, BEL1- Ir SPl OT AND WR.IS' AROUND. COUPIJNGSSHAI.Lf'RtMl>ESUFFICENTLONGllUIMNALSTllENGTHTOPRESERVEPIF'EAI..IGNMENTM(I PRE',9ITSEPARliOONt.T11£.KllNT'S. OHLYRTTIOOSSUPPLEOOAREOOMMENDEDB'l''THE:l'IPE M,UllF'M:TURER SHAU. BE USED. WHERE DESIGNA.TEO ON THE PlJ,NS, OR >S DIRECTED BY lHE ENGINEER1NlllEFlEI.D,ANEllPRENEORRUl311ERGA5KETstW.l.BfSUPPUEO.
Pl'E SIW.l. BE: INSTALLED B'I' t. COIIIRACTOR WHO HAS BEEN CERTIFlED BY ,\llS OR SHALi. BE INSTRUC!UIBYACERTIFlEDHJSREl'RE5ENTt.TNETOOOSO.
,t,REPRESENT,t,TM OF'ADS stW.l.lNSPECTfRCM TIME:TOTIMElt1EIN5TALl.ATION Of THE PIPE,
HPIWIHOl.£STRUCnJR£S'MU.NOTBEN..LOWEDFORIJSEWITHOOTENCINEERSPRE-l'IJMJRllATION.
ll.  GENERAL.SPECIFK'ATIONS

$Tt,NQABQ / NfW CQNQ011N$ Qf.lf'PBQYA, (FOIi: PAC OON$1DW,T)ON) OOEf DP-22-P7-Zi2:
DE'v'El.Of'MENT S1-W..L OONFORM TO lHE OR,l,NC['M)OI) N-2. PLN,NED QE',O_(IIMENT; OIWIGE
:: : co:: s: J !c ::,S = P :U:.U
DATED "RECEMC •• N,O TO ffi[ CONOmot,IS OF APP!lOVAI. USTEO BEI..OIM. DE'vUOl'MENT e.\SED UPONllllSAPPROVALSHAU.CCIIPLYwrTHALL.IPPUC\9U:fD)ERll.STA'l[,NIDCOIMl'flAWS, OROl ES, DREGUl.t.TIDNS,WHICHAREINCORPrl!A.TEDHEMEINm'REFERENCE,EXCEPJID THE: EXIENT Nff APP\.JQBl.E COONTY LAWS. ORO NCES, OR REGULATIONS ARE EXPRESSLY l'MMDOOlroDIFl£DBY1HESECONOITIONS.008YACTIONN>PROVEOB'l'THEBCC.ORm' ACTIONOfTHEBCC.
THIS PllOJECI" SHAU. COMPLY WITH, MlHERE m, ,lfflJ oor DE'MlE FROI.I OR OlllERWISE CONFLICT
WITHAfrrVERIW.ORWfflT!Eff PIIOIIISEORf!EPRESENTATlONUAIIEBYTHEAPPUCANT(OR AlJTl<CAIZED ENT) m Tlf£ OOARO OF' COUKIY ca.llllSSKINERS ("Bo D") AT lllE PUBIJC HEN!INC \I/MERE THIS DE\IEl.OPLIOO R.CEI\IEO flNAL APPRCVAL.. WIERE SUCH PROI.ISE OR REPRESENTATION. WHEIHER ORAL DR \ffllTTEN, WA5 RELIED UPON B'I' THE BOAAO IN APPR0'.1NG
lllE: DMLOPMENT, COULD IWIE RE:ASOIWll...Y BEEN [)(PEC'JED TO 1-W/E 11£EN Ra.JED UPON BY TllE BOAAD ti M'Plll'.MNG THE DEVEI..O?UENT, 0A CllllO HAVE R LY INDU!E) OR
OTHERWISEINFLUENCEDTHEBONIDTOAPP!VIETHEDEVEUlMNT,1MTHEEVENl'ANl'SIJCH PROMISECAREPRESEHTt.llONISNOTCOI.FLIED'MIHORAllHEREDTO,ORTllEPROJECl'DE'Vl,\TES FROU OR OTHERWISE CONFUCTS WITH SUc:H PllOUISE OR REPRESENTATION, lHE COU W.Y WITHHOLD {OR POSTPONE ISSUANCE OF) OEVEUll'MENT PEMMITS ANO / OR POSll'Ot,E TIE
REOORIMNGOF(ORREFUSETORECffiD)TilEPI.ATfORTI-lEPRQ.JECT, FOR PURPOSe:SDrTif15 o»ICfTJCIN, t. "PROMISE" OR "REPRESENTAOON" SHALi. DE DEEMED TO lit.VE BEEN MAllE 10 lllE BONID BY lllE APPLICANT (OR t.UTIIORIZEO .I.GENT) IF 11' WAS EXPRESSL'I' W.OE TO TI-lE	,\T A PUBLIC HfAAINGl WHERE TI-lE Doo..DPldENT WAS CONSIOEREO .-ND ,.IJ>l>RO'IEII.
J PURSUMT m SECTIOlf 125.022, FLOIIIDA STt.MES. ISSIJ,l. E OF THIS OEVELOPMfNT PERf.llT BY 'THE COUNTY DOES NOT ti ,1,1,N WAY ,CRf,llio4«..	ON TIJE PART Of TIJ£ APPUCAHT TO OBT.-JN ,1, PERUIT FROM ,t, S1"TE OR FEDER.I.L AG'E N,D DOES NOT CRO.TE A}I( UABIIJlY ON THEPARTCl'lHECOUNTY FOR ISSUANCEOF'THEPERldlT, <J;iANl'OlHER OEVEW!'l,IEIITORIJfR, If THE A"PI..ICAHT F LS TO OIIT.-JN REQUISITE APPROVALS OR FULRL1 THE 011.JGt.TIONS t.lF'OSED B't' o\ STo\lE OR FEDERAL AGENCY OR UNOERTAkES ACTIOHS THAT RESIA.l' ti A \IIOLAT10N OF' STATE OR FEOCRAL LAW. PURSUANT TD SECTION 125,022, lHE N'PJQIJil SIW.L OIIT N Hl. OTHEMAPPLICABl.£5T,t,lfORFEOERt.LPERMITSBEl'OREOOMMEl,'Ca.£NTCf'Ooo.DF'l.£NT.

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DEVEUlPER/APPUCANTHASt.CONTINIJHGOIIUGATlllfANDRESPOIISIBUJYFROUTHEDATEOF

ORmGE COUNIY IJTIUTES DEMONSTRAffiG Tli'IT PROPOSED AND EXISllNG WATER, WASITWt.TER, ANDRECLAIMEDW,\TDISl'STEMSHo\V£BEENDESl EllTDSUPPORTAI.LDEVEI.DPMENTWITHINTilE DP, AHO THAT CONSTRUGTION PLANS .ARE CONSISTENT Wlffi AN APPRMO ,\NO UP-TD-MTE MA5TERUTIUlYPLANFORTilEPO.
lHIS	SHAll COLIPLY 'M1li lHE COONTY'S INlERN,\TK»W.. DRIVE il.CTMTY CENJER COMPRDJENSM'. Pl.AN REOUIREMENT FOIi ,i, 15-FOOT TRANSIT EASEMENT AND A SEPARATE
.20---FOOT LANDSCAPE, PEllESTRI.I.N, AND UTILITY EASEM T. THE REQUIRED EASEMENTS SHALL BE
llEOICATIDWffiEREOUIREDRE-PLAT.

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""T'H'ISSPECJFlCATIOM OOiellli!ES 12-llffiQUCH 60-INCH (30010 15001.11,QADSHP SJORM I'
FOR USE IN GRAVIIY- RDW SRIRM OR.lm'ICE S.

12-lHROUC JO-INCH (JOO TO 750 MM) PIPE SHALL HAVE ,t, St.lOOTil MtRIOR 00 N-INULAA EXTERIOR CQRR\J TIONS N-1D I.IEET OR EXCEED ASTM F27l6 N,O MSHTO MJ30
J6- rnROUGH 60-tlCH {900 m 1500 MM) PIPE SHAU. HAVE t. SMOOTH INTERIOR AND ANNUL.AA EXTERKIR CORRU TlONS NIii IIEEI' OR [}(CEm ASTM F28B1 AND MSHTO MJJII
IUJINING'S"N"VALUEFORUSEIMDESIGNstW.1.BE0.012 JOt/TPERFORMANCE:
PIPESI-WJ.BEJOINEOWITH,t,CASKffiIJINT£CIW..Bfi.Ll<SPIGOTJOINTldEETINGlHE REOUIREUOOS Of ASTM F2136 OR F21!81. FOR THE RE:Sf'ECTM: ow.oms.
12- TI-lROOOH 60-INCH (300 TO 1500 UM) SHAU. BE WATEflllCHT ACCOR()t,11: m THE REOUIREUENT'SOFt.Sl'MDl21Z.SPIGOISSHAU.HA.VEGA5 MErntmTIE f!EOOlf!EMENTS Of ASJM F4n. G.ISl(Ef SHAlL BE INSTAI..LED BY lllf PIPE WNUfACMER N4l COVERED 'Mm
,. REMOVAll.E. PROT£CTM: WRAP TO ENSURE 1HE GASICO IS Flit! moM llEBRIS. A JOINT WBRICAtfl'AVAIWILE FROU 1HE I.WIUFACTIJRER SHALL BE USED ON 'THE Gt.SKET AND EE.I. DURINGASSEMBl.'I'.
1£- llfflOUGH 60-INCH (300 TO 1SOO MM) DIAMETERS SHAU. ti,\ A RElNFDRCED EEl..L WITJi t.POLYMEROOM l1'E8"ND1tmAllEOBYTHEIIANUFACl1JAER.
FTT11Nl:S:
f!T11NQS SHAU. CONFORM TD ASIM F27JB, ASTM F2881 ANO MSHTO MlJO, FOR THE RESPEC11VflW.£JERS,BEL1-.l:SPIGOl'CONNECTlONSSHAU.UTlUZEASPIN-ON,WEUIEDCA MEGRAI. BB.l. AND Sf'tGOI' WITH GASKOS 1.£E11NG _.ISlM F477. BEU. .I: SPIGOT nTI'INQS JOINT SI-W.Ll&TiHEWATERllGHTJOINTPERFORMANCEflEQUIREMENTSOF't.STIIDJ212.
CORROOATEOCOUPLINGSSHALLBESPUTCOUNl,ENGI.OlNGATLEAST2FIJLLCORRI.IG,\TIONS FlEI.DPl'EANDJOMPERFORUI.NCE.
TO ,ISSIAlE WATERllGHTKESS, FIELD PERFO!NANCE VERIFK'ATION W.Y BE ,t,CCOMF'USl£D B'I'
TESllNGIN,t,C llt.NCEWrrHt.STIIF1417DR>STMF2437.M'PROPf!IATESAFETYPREI',,1.UOONS WlS1' er USED WHEN FlEI.D-lESTINC IWi PIPE lilt.TERW... CONTACT ffiE: IIANUFt.eruRER FOR
RE:COUUENIEJ Rt.lfS.

PCI.Yl'ROP'1'1.EN[ COMPOUND FDR PIPE ,'ljl) RTTINC PRCDUCTlON SHAU. HE: IW'M:T MOOIFlW CDPCLYMEM MEEll THE MATERIAL. REQUIREMENT5 OF' AS1M Fl736, SECflON 4, AS1M F1M1. SECTX»I AND MSHT'O U330, SEr:nDN 6.1, f'OR Tl-£ RESPECTM'. O\AMETERS.

INSTM.l>.TION SHt.U. BE IN ACCQRD,1.NCE wntt ASN 02321 Alfll ,'OS RfCOIIM OEO INSl'M.l>.TlON GUIOEl..tlES, WITH THE EXCEPTION 111,\T MIIIMUM 1XMR IN TRAFFlC AREt.S FOR 12- ll!ROUCH 411-INOl(l00T01200MU}CXAl,£JERSSHAl.l.BEONEFOOT.(O.JM)ANDFOR!i0-INCH(\500  MMJ [111.MElfllS, THE UINIMUII cu,'£R SHAl.l BE 2 Fr. (0.6 II) IN Slml.£ RUN i'l'Pl.1Ct.l10NS, BACICFILL FOR MINIMUM COVER sm.JATIONS SHALL CONSIST Of Cl.ASS I, CUSS 2 (Ml IAJM oo,:
SPD)ORCl..4SSJ(MINIUUM95Z)MATERW.. MAXIMUMFllllfXHTSDEPENDONEMBfDI.IEtfr W.TERW.ANDCOMPACTION L.MJ..: Pl.EASEREfERmt.DSTECfitfDJ..tlFORW.TlON.CONTRACTORTO COH™:T MIS FOR t. COPY Cf' THE LATEST 1NSTM.l>.TION GUIDELINES.

SUa.ECT TO THE P • .V.O TO RESOI.VE AN1 ISSUES nt,\T MAY BE IOENTlflED BY THE COUHlY "5 A RESULT CJ" ANl' SUCI-! CHAA'(;ES. OMLOf'ER / APPUCANT M:kNOWUDGES AND Uhll£RSTAN[)S THATNrrS\!CH CHt.NGES NIESOL.ELYTI-£0£\'El.Ol'ER'S/ N>PUCJHl"S OIIUGATlllN NIDRESPONSIBILIJYTODISCLOSEANDRESOL',-£,,l,l,IDTHATlllEDfVELOPER'S/APPUCANT'S F-.u./RE TO lllSCL05E ANO RESOL'o'E Mr SUCH ct!ANGE:S TO 'lliE s.\TISF,\CTION OF THE COUN1Y W.YRESULTINTHEOOUNTYNOTISSUt!O(ORDEI.AYltlilSSUANCEOF)OEVELOPMENTPERMITS,
NOTRECOROING(ORDElAYlNGRECOADINGOF)t.PLATf'ORTIIEPROPERIY,OOBDTH.
F'ROPEITTY TH.Ill IS REOUIRED TO Bi: DEDICATED OR OTHERWISE: COWEYED m ORANGE 00\JKIY (BY T OR OTHER I.EANS) SIW.i liE FREE AND CI..EAA 1J' Ml ENCUM CES, EXCEPI' "5 IMY DE ACCEl'T,ijjLE TO COUNT't AND CONSISTENT WITH THE NfllCIPATED USE. OWNER / DMLOPER SHALLPROVIOE,ATNOCOSTmOOWf!T,ANl'ANON.l.EA5EMENTSREOIJIREDf'ORAPPROYALOF'
APROJECTORKECESSIRYFORRELOCA.TIONOF'EXISTINGEASEMENTS,INl:::LIIDING/NfEXISTINC
FACft.mES,ANIJSHAI.LBERESPCNSIII..EFORlHE:fUL1-COSTSOFNffSUCl-! TIONPRIOR m ORANGE COLNlY'S ACCEF'TANCE OF' THE cotM."l'ANCE. INf ENCUIIIIIWICES THAT N!E [llSOOI/EREDAFTERN'PRO\IAI.OFAPOI.NlOUSE:FV.NSHAU.BETl£RESPOMS1BILJIYOFOWNER
/ DEVELOPER TO RELEASE: AND REI.OCJ.l[. AT NC cosr m COIJHIY. PRIOR TD CllJNTY'S
,t,CCfl'T CEa'CDN'ICt.NCE.ASPN!TDf''lliE:REVIEWPROCESSFORCONSJRUCTIOHPI.AN N>PROVAL(S), NN REQlJRED OFF-Sf'll: EASEI.IElfl'S llENTIFl£D BY COUNTY MUST BE CONVEYED TO COUKIYPRIORTOtwrSUCHt.PPRIJI/AL,ORATALJ,TEROATE>SDEIERMINEDBYCOUNIY.N«
FM.URETOCOUPLYWIIHllll500NDm IMYRESULTINTHEWIIHHOlDflGOF DEVELOPMENT
PE fTSANDPI.AT.o.PJIROYAl.(S).
DML.OPNENT PLAN (DP) >.PP!tll\W: "'11(""'trit' lillr; {OR BCC. ,S APPLICABLE). SHALL 'I' EXPIRE IF CONSTRUCTKlN P SMIEREQUIRED t..lfD HAVE NOT BEEN SUBMITTEO
,1,1,10 APPRO\ICD IIIIITlffi 1W (2)YfARS FROU OP N'PROV IF CONSTRUCTION f'lAN5 I.RE NOT
REQUIRED. SUCH DP SWil EXPIRE 1WO (2) 'l!AAS FROM APPRCWAL UNWiS A B\UWC PERMIT 8EtNOIITNNEOWITHINSUCHTWO-'l'EARP£AIOO.THEFOREGCIINGNorMTHSl'ANDING.'!HEDRC Mt.Y,UPONGOODCM.ISESH .GRANTSIXCESSM:ONE{T)YE-IREXltNSIONSTOTI-lE EXPIRAllON llAtE Of ,t, DI' IF 'THE: OE\E1..0PER w.KES WRITTEN REOLJEST m THE llllC CHfJR PRIOR
m"THEEXPIRATlllNOATE.	1
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II, PlllORTOCONSTRUCTIONPLANM'PRavAL.OOCUMENTt.TION'M'THSLIPPCRTINGCAI.ClMTIONSSHALI. BE SUBMITTm WIICM CElffiFE'S TtiAT lllE: EXISTtKl DRAIHACE SYSTEM NfD PONDS lit. THE CAP,t,CIT'ITOACCOl.1!,IOOliTEllllSDEVELOPMENTN,DTHATTHISPROJEC1'1SCONSISTENTWITI-lTHE N>F'ROVEO WS!ER DRAINAGE F'IAH {UDP) Flll THIS PC.
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POLLUr.WIMSCHARCE'WMl TlONSYSltU(NP S) NOTICEOFINIDIT(Nol) FORM FDR STORMWt.TER DISCHARCE rnoM CONSTRUC'TION ACTMTES TO 'THE OIWIGE COUHTl' EtNIRONMENTAL PROTECTION llMSKlN, NPOES ADMINISTRATOR. THE DRIGl!u.L NOi FORM SHAIJ. BE SENT TO TI-£

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COtfr,t,CTTHENATIONALl'OLLUTANTOISCIWIGEELIMINATIONfflTElt(NPOES} SUPEJll.1SO'fATTI£ OIWJGE:COlJKIYENVIRONMENTAI. PROTECIION OMSION FOR DET.-JLS.
UNL£SSn£PROf'ERTYISOnt:RW1SEVESTEOOREXEMPT,TI-£APPUCANTUIISTN'PI.YFOAAND CBT N A CAPACITY ENC:UMl!l!AM:E l£JTER PRIOR TO CONSTRUCTION PlAN SUIMITAI.. AND MUST APPLYFORANDO!mlNt.tw't.erJYRESERVATIONcrRTIFICATEP '!OAPf'ROVAL.OFllEPLAT. NOllllNGINTHISCDNDITIOMANDN01HllfGINMDECIS10NTOAPPR<M:llllSDEVEUlPIIENTPLAN SIW.L BE CDNSIRUEO IS t. GUARANTEE Tllt.T THE Af'PIJG,jffl WU BE "81.£ TO s.\TISFY TI-£ REQIJREMEN!S FOR OHT.-JIIING Aa.PACITY ENCUMBRANCE l£TTER OR A CAPACl1Y RESE1l-1"110N CERTIFICATE.
PRIOR TO CONSTRllCTION PLAN APPROVAL, IMlRAUUC C,l,I.ClllAllDNS SHAU.BE Sl.1111,llllBl m

Exhibit No. 2.0	Permit No. 48-108279-P

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Page 4 of 16

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Page 5 of 16

EWIQNCQNJRU.tfQTES•
1,0UR1 CDNSTRIJCTION,THECDK!RAC!ORSHALLTAKEIW. MEASUIIESTUENSURE
ACAINSTPOWJJING, SILllNGOR IXSMIWIG TO SOCHAN o:rtNT "5 TOCAUStAN INCREASE IN lURIIDIIY TD THE EX6TINC: SURFACE WA,TERS. SUCH MEASURES SHALL BE CNED !rY THE PROJECTDIGl,'E[RAtl!W.YINCUIDE,BUTM>TLJMIIEDID,ootlSTRl.l:llONOfTEMF'ORIIR'i'EROSION COffTROl SJRIJCTURES. SUCH /.S SCOIMENT eASm. SEDIMENT CHECKS, OR SILT BAIIRrERS.
2, lflllJf!INt.CONSTRUCTIDN,TIEPRDPOSEDEROSIONCONTRDLSYSIEMO NOTPERFORM SATISFN:TORILY, AI.TERNATMS AND ADCmDNAL l.£rHOOS OF PRO'TECTION SHAU. BE IMPIDIEHTED BY THECOlffllACTOII IN ORDER TO COMPLY WITH S.F.W.llD, AND OIW,IGE OOJ!ffl' EROSIOH PROTEGIIOH STAltlAROS.Cl»/Tltl,CIDRISIILllMAfilYRESPONSIIIJ..EFORALLEROSIONOONtllOLC05151HCI.UlllNG Nrroosr5"5SOCl,l,lEDWITHCOMPUANCEISSUESf.NOENFORCEMENT-'CllONS.
. 1HE OOITTRACIOII SIW_l BE REQUIRED ID SUIIMIT A, DETAILED EROSION CONlllOL PIAN TD Otw.GE COtJt(IY FOR RE\'l(W ANO APPROVAL A MDllMUM Of 1WO WORKING O,\YS F>RIOR TO 1HE
PRE--tONSTRUCTION MEEIING. A,T A IINIMUU, THE EROSIJN OON1ROL PlAN SIW.1 Pl!CJPOSE SILT SCREEJJ Alll lURl!IDIIY BNIRERS, IN ACCORIWfCEW!rn NATIOIW. POl.ll/TANT DISCIWlGE El.JMINA11!)H S'l'STEM{NPOES)REQUIREMENJS.
"· ALL PERI.WIENT EROSKlN COOROL MEASI.IRES SIW.l BE COMPLEJID WITlllN 7 CAYS Of mw.
GIWJI . All TEMPOAARY EROSION CONTROL S1-Wl BE IAAINT.-JNED UITTII. PERtmm,r IIE'ASURES NIE COUPLETEll DESTABUSHEO.
5  ALL EROSIOH COlflRCJ Mf.lSURES SIW.l. BE IN ACCORDNICE WITH Nf'OES REQlffiEMENTS.
	C<»ITRACTOR SHAU. RIT!litl C!FIES OF ll,\IA USEC TO COUPLEIE 11-E NOllCE OF INTEtlf TD CONSfflUCT(NOl),MSTORUWA,TERPOWJIIINPREVENIIONPIAN(SWPPP),ANOAU.HEP!J'llS REOUIRO> !l'I' THE fll'IIES GrnERIC PERMIT FUR A PERIOD OF AT l£IST TIIREE YEN!S FROM TIE 1)1,TETHAT'lllt S11E ISFIIW.l.YSTABIUZED. SUCH REPORIS SW.lt IDENllfYNNIMCIDENTS OF NON-COMPlWICE.
CON'JAACTOO AtfO SUSOONTAACTOR(S) llEmFIED IN THE SWPPP SHALL SIGtl THE CERllFICATION STATEMENTCONTAINEOINF'ARTV.E.20FlllEGEt£RICPERLITBCFOOECONDUCTINGANYWORK IClENllFEDJNMSWPf'P.
!I, SMAU.MANTAINACO OF'lllESWPPPA,TTHESITT:FROUMOAIEOFl'ROJECT llilll,l,TIONTOTfiEOATEDffl ST.-SIUZATION.
9. COf/lRM:TOR SfW..l. AU£HO TfiE SWl'PP WHENEVER THERE IS A, QWIGE IN OESl(jN, CON5111UCTION, OPERATION OR L!QffENANCE 'llfAT M./\1' W.VEA SIGNIADHT EFFECT ON THE POIDlllAL FOR OFF-SITE

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WA,TERTOBEAPPI.JEOONOISlURBEDSURFACE.+.REASTOFORMAVISlllECRUST.
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2.J. OUIDOOR CON5111UCl10N JCIMT£S TfiAT DISTURB THE SOIL TO BE CE'ASED WHDIE't'ER VISlll.E DUSTEMl55IONSCANNOTBCEITTCTIVEl.1'CQNIROLL£0.

J,1, WA,IER TO BE APPLJOO 'IIMEN W,NDI.J'K; Bllt..K MATERW..S.
J.2. WATER TO BE APPUEO TO STORAGE PILES.
J,J. YEHIC\£ SPEED TD BE LIMITED OJI TfiE WORK SITE.
J.4. ALLfl,\IJLTRLJCKSTOBELOADEDSUCNTH,1,TTl-£FREEBOARlllSNOTLESSIHNISllCINCf£S ENl!WCSPCRfUSINGACIAJTE CONVEl'OR.
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U. MltNLJl,I CLEAflUP FRa!UENCY TO BE CONE AT TME ENO or 1HE "M,RI( llliY AND ROIO'vUI IWfflll,l,ill.Y F	AND TIW:11: OUT EXTENDS BEW 50 FEET.
a.EANUPUrn«>DS:
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·=,DRIVE\IIA1'/PARKING,AN!lSTORt.fflAIERIREATUEtlfPOf/OS.

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I-DRIVE DESIGN GUIDELINES FOR MULTI-FAMILY REAR AND SIDE SETBACKS

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M1NIM.l.M SIDE AND llEAR YARDSETBACKCIN fEtT)

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Exhibit No. 2.0	Permit	o. 480:108279-P	Page 7 of 16

Id. M.U.T.C.O.

Sign Legend_

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FAVEMENT {WIDE H0 CURS t5 ESEN'TJ, OR Pl!Ol'Effl LNE. Ut,'LESS OTH E
NOTED.

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CONTRACIDR TO	TO CU.ERA!. HOTES ED' C0.1O RlR lilOlllONAI.
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Exhibit No. 2.0	Permit No. 48-108279-P

Page 8 of 16

Legend:

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Exhibit No. 2.0

Permit No. 43.,;108279-P

Poul.,. & Bennett, LIL:
2«llli- Sl.,Orlando,l'LJ290l ToLoot.417.2."l•..w.po\llotM<lbom,ttO<lm Eng.!"'-N<>-2SM1
Page 9 of 16

--

NOTU:
1, DRMi.lGE IM..EIS MD MAtff)l£S PER F".0.0.T STNIIWID PW.S NlD'. 4l
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AND 5 STORY PARK/NC GWAGE'	:: i e

PAC I-DRIVE

, , ·-,.	iJ  "><:!::;::.--,F.:,-

F.f.£. = 85.00

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APARTMENTS ORANGEWOOD

\ '\O\	,	...._c1,.11c,..,,..=c-	il	2i	,	"£

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Exhibit No·. 2.0	Permit No. 48-108279-P

Pag.e1...0,...,of 16

		73.01-\0"(SE)		
	TYPE'C'D.B.L	7J.01-12"(S'II)	1476525.8	50902B.5	
		7J.01 - lO"(NE)		
		72.20-IO"(SE)		
	TYPE'C'D.8J.	72.20-1B"(SW)	14766!10.6	508244.9	
		72.20-24"(		
		74.06 - 14" (SW)		
		'l'J.58-B"{NW)	1478JS.U	501U15.7	
		74.08-18"(NE)		
		7J.5J - 18" (SW)		
		7J.OJ- B"{NW)	14784li5.4	508362.J	
		73.5:1- 1B"(NE)		
,_.				
	TYPE 'F' O.B.	82.00	1478540.5	508481.6	
		72.44-10"(SW)		
		72.94-18"(SE)		
		72.« - 24" (NW)		
	
72.26-24"(SE)	
TYPE 'F' O.B.I.	72.26-12"(SW)
72.Z6-24"{NW)	

TYPE'F'O.B.I.	72.16-24"(SE)
72,16 - 24" (W)	
		
.85	72.o7-24"(SW)
?2.<l7-24"(E}
72.07 - JO" (M)	
1476729,9	
503294-.0	

12"[11..JN-UNEORAIN INWITHDOMEGAAJE
12"0IA.IN-UNEORAIN

1!4.J8 111.50-ll"(SE) 147114<l9.8 508081.4
:::o= ::

L-11

12"01A.1N-UHEDRAIN
SGNWl!li00MEGRATE

= ::1:-J1U7BJ5J,2 I 50fl022.0 8"'0·."J-'J-6"•(•SQW·'}11478335.2·1508021.8

79.69-B"(t-E)
79.69 - 6" (SW)

""'"'

INWITHDOMEC:RAlE

84.20

147&J9U 509095.0

12"016.ltf-UHEDR&IN
BASINWllllD0MEGRATC

7UJ-6" E)
79.9J-6"(SW)  1478320.2:50791!7.5

1 i:O:i	I

eJ.77  79.79 - 6" (NW) 141m1.J S07e78.8

12"i:M.IN-UNEORAIN IN WITH DOME GAATE

12"DIA.IN-LINEORAIN IN\'IITHDOMEG!IAJE
12" W.. IN-LINE ORAIN
OOIN WITH DONE GRATE:

84.20  el1,JJ-6"{NW) l478Jl!J.J 509096.9

111.115-6"(NE)
81.16 - 6" (SW)

81.J3-6"(SE)

12"01A.1N-UHEDAAIN
BASIHWl!li00MECAATE
12"D1A.ltf-UHEDRAJN
f!ASDl'MfHmll,£CRATE
-;
12"01A.IN-UNEDRAIN

;:: :::: 1 41s2gs.s1:;o1951!.4
J:;;:;:( 14711304.5JsrmJ6.o

{INDIAwiJO: g:.fcI 83.71
IN r:i: =

79.52-6"(
79.52-B"(SIII) - --,

1g.oo-e"(SW)

79.00-8"( 1478309.1 S07918,tl
78.64-6"(11£)

12"DIA.IN-LJNEDRAIN BliSINWITHOONEGRATE

12"DIA.IN-UNEORAIN

84.20 :;- : ::	147l!J7J.4 508071.4 B4.00 ::;1=::f 147l!l59.J 508051.9

L-15

l!ASINWll1iDOl.£GRATE
12"DlA.IN-UNEDAIJN BASINYr't™DOl!EC:RATE

80.94-6"(SWJ 1476425.3  508066.9

:::: ::  147!1422.4 5000:.S.2.

TYPE'r:D.8.1.
S<lU0GRAlE

12°1M.IN-Ui'EDRAIN

86.91 11: -_ 1 : c<: 14782YJ.6 507!107.7
02,SO-G"(IM)j

EWilN WITH DOME GRATE

12"W..IN-UNEOR,1,1N IW,INWITHOOMEGRATE

84.00 ::;:::: 147e350.6 50BOS7.1

L-17

12"DIA.IN-UNEORAIN
BASIN'MfHD0MEGRATE

l2"DIA.IN-UNEORAIN

:: ::: :! 1478411.1 1508042.9
::: = :: :! 14711396.9 50802.!,5

---EWilN-WITH OOME GRAlE
·12"1M.IN-Lli'EDRAIN iw;IN WITH OOME CRAlE

115.17
.

114.10

78.86 - 6" (NW) 1478248.8 507119J.7
.
78..21-IO"(S)
78.21 _ 10.(N) 14?826B.7·l-so1an.s

12°1l1A.!Ji-LJNEDIWN INWID400MEGRATE

BJJ!O 00.70 - 6" (sW) 147l!J65.B 508021.4

BASINWll1iOOl,£GRATE
12"DIA.IN-UNEORAIN BASINWITT1DOVEGRATE

&0..29 6"(NW) 1478J8J.J !illll015.0

12°CIA.IN-Ui'EDRAIN
B&SIN WITT! OOME GRA+

86-.0+5 - :::

= :: I

1478309.4

so1aso.a

12"DIA.IH-UNE:DRAIN tlWIIHOOUEGRA1E

78.0J-6"(SW) 1478339.7 857.6

,L-40 L-41

"'"..: =	84.20 ;:::=:: 1478J4J.5 50817J.7

12"01A.IN-1.INED ·j·8l!!10 709-S"{NE] 1478316.7 508182.5 iw;IN'M1JHOOMECRATE  "

12° CIA. IN-LIIIE lllWN
B&SIN WITH OOME GRATE

11?.:: 1 -( l U-783111.4 I 5071!&4.J

,.t,lll/m,llmUIIIMD QDIIY
-	,..,., 

,_,,

12" DIA. IN-UNE DRAIN
IIAStlWITHDOMEGAAT£

12"DIA.IN-UNEDRAIN
8.6NWIIHllOUEGR,i,TE

ll	=

;= :	1478J41.7 5078J◄.2
: 1: i :l 14783E .9 5071164.1 79.49-6"(SW)

L-42. L-43

IND =:E1!4.10 NO N i g:,'i 61.!!10

l

12."DIA.IN-I.JIEDAAIN­
,BASUfWflllOOMEGRATE:
12"01A.IN-I.JIEIJIIAIN

73.76-6"{SE) 14783611.8 50fl204.9

7J.60-6"(tl!Y) 1478J52.9 50112-IJ.6

7J.IU-6"(sE)
7J. -6"(sE)

'i'm!DLDIT\l3t	NA.VDD
PJIGJ	:zi.1sa
IRllNl!>IYl	10
DIAWNBY:
OIIDPDIM	IO
APf'RCJY1!DB\':

t.:;" 0 IN-I.RIE DRAIN
B.ISrolWITHOOMEGRATE
12°IJIA.IN-UNEORAIN

7UJ- !!"(NW)
71!.IIJ - 5" (SE)

78.19-!!"(NW)

BASIN'MlllOOMEGRA"IE
12"01A.IN--IJIEDRAIN NY,flllOOMECRATE

'"""'··'-··.._••···
8<.00  n.,e- 6"(SE) 1478477.J .soaJSJ.'4-

IIXll.lf,mJ"""	1'::iJY
Pm;mNom,·
PACI-DRIVE

li"SINW!THOOUEGRATE

=

12• D 1N-UNEORAIN
WIIHOOUEGAATt
N : 12"1M.IN-LJNEDRAIN
NWITHOOUEGRATE

Storm Pipe Table

I B-UO

71!,19 - 6" (SE)
;; :::: 147B227.6 508023.6 76.02-6"(SW)
715..02-6"(
75.J8-6"(i'E)
75.J!-&"{SW)

IL-47

0

12" 01"- IN-I.JIE tlRAIN  8410  TI,02- 6" (SE) 1478507.61508395.2.

-+

BASlllv.mlDOldEGRA"IE  '
n"DIA.IN-LJIE[ffl!N  81.00  72.67-6"(NW) 14711511.2

ND N:::J -;-· ;! -;1( E) 1478662.1 508231.!> 8',SIN'MTHDOMEGl!AT£  '

PVC sTORM PIPE LEGEND

20' Of 6° pyc: STOl!M PIPE O 1.00%	@ 19' OF 6" PVt: STORU Pl'E O 1.00,C

@ 56' OF 10" PVC STORM PIPE O 0.751  @ 1 • Of • PVC STORM PIPE O 1.001

APARTMENTS ORANGEWOOD N-2PD

ORANGE COUNTY, FL

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['rrn,,S.,-Jct"r. L,•nf.!h SLie& 'b'Tiial S r,e
fl!"°?

@ 11'0F6"PVCSTOl'l!Jf'IPEOl.001

@ 2J'Of6"PVCSTORMPIPE01.001

@ J5'0F'1D"P'ICSTORUPIPEi,0,75:I:

@ 11'0f'S"PVCSTORMPIPEO l.00

PAVING, GRADING, & DRAINAGE PLAN

,_,
0-7
.0.-8.

.,.
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124'
n'

18" RCP  O.Joi°
2.,.4"R"'CP 1"0.2"oz

.

.ll,l".H,D,P,E, ,O..J,O,I
ll!"HDPE  0.3111
24"RCP O.ffl
24"RCP	0.201

@ 14'0F6"PVCSTORMPIPEOl.551	@ JJ'Of6°PVCSTORMPIPE01.00I
@ 7'0F6"PVCSTORMPFE01.00:i;	@ 7'0F6"MSTORMPIPE01.Cm:
© J5'0f6"PVCSTORMPIPEO 1,0o:i;	@ 37'0F6°PVCSTORUPIPEOI.OO,:
© 2◄'0F'6"MSTORMPIPE01.00:i;	@12'0F6"MSTORMPIPE01
0 18'0F6"PVCSTORN f'IPEO 1.00X	@ 27'0F6"PVCSTORUPIPEO 1.001

® 45'0F6"P'r'CSTORUPIPE01.00:r.
® 4J'OF "PYCSTORMPIPE01.00X
® 45'0F6"PVCSTORMPIPE01.00X
® 100'0F6"F\'CSTORMPIP£01.00X
@ 4J'OF6"PYCSTORMPIF'E01.00X

<§} 19'0F!i"PVCSIORUPIPEOI.00:1:
® 1l'OF6°PVCSTORUPIPEa1.oo,;
@ JJ'OFS"P'«:STORMPIPE01.00Z

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24"RCP	0.201
:SO"RCP  0.1J:C

@ l5'0F6"PVCSTORNf'IPE01.00X	@ 51'0F8"PVCSTORUPIPE01.0CI

@ 47'0f6"F\'CSTORMPIPE01,0D,1

I--- EN

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;:  No.:1211

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© 16'0F6"PVCSTORNf'IPE01.00X	@ 19'0f8°PYCSTOl!MPIPE01.891

@ 18'0F6"PVCSTORUPIPE01.00:1:

i1.

OR\Ot-

: g:! g-. .

@ 21'0f6"PVCSTORMPIPEOI.OOI  l @ 58' OF ID" NC STORM PIPE O 0.7
@ 40'0F'6"PVCST0Rllf'IP O 1.001	@ 19' Of 6" PYC STORM PIP£ 0 2.111 @ ]I!' OF 6" PVC STORM f'IPE O UIOI	@ 50'0F10"PVCSTORUPIPE00.751 @ 29'0F6°PVCSTORUf'IPEOI.OOI	 @1s'or6°MSTORMPIPEO @ 17"0F "PVC!ffi111MPIPE01.00ll:	@ 18'0f'10"PVCSTORUf'IPE00.751 @ 12•0F6°PVCSJ(l!MPIP£01.0ml:	@ 17'0f6"!».<STtmMPIPE02.65S
@ 22'0FIO"PVCSTORIIPIPE00.751

@ 17'0f6"PVCSTORUPIPE01.001
@ 40'0f!5"HOPESfORMPIPEOO.JBll:
@ 1B'OFS"P\ICSTORMPIPE 1.00I
® 1!'0f6°PVCSTORl,IPll'E 1.00"
@ 18'0f'6"PVCSTORMf'IPEOl,00:1:
@ 19'0F'6"PVCSTORMPIPEOl,00l!;
@ 1:S"Of6°PVCSTORMPIPEOl,OOJI;

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2111llaU 5>.,0d>m0,,l'l.32iO
T.._ol<Jl,47 ....,..poworandb...,111.con, Er,sa...Nc,,2! 1

Exhibit No. 2.0	Permit No. 48-108279-P	age 11 of 16

K<,-M■p;

ll!,'l!laHU111?10c:&l!G!OOIMIT

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mll:IL1Wi!l!ll:	NAVDli3
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PACI-DRIVE APARTMENTS ORANGEWOOD N-2PD
ORANGB COUN1Y, FL
GRADING SECTIONS
&DETAILS

C3.10
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A TYPICAL S .f.TIO!;i.

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F>'-,---,'' -.-'1=1,-,,,.., .._.'.-'.-•C.•.C2-0'--.-1	It· •;/-,I  -""-,,
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1<·-<.-:;y'- :-.;, )'.'. --,,;,·- -,< ,'·  =:sr OF
IU.J	.,	•	£WIK
PROPOSED RJUNOl<1ION	1
SCHEU4oc.«LY SHOWN (SEE STRIJCTllfW. PW,S)

B GRADING SECTION

WlWlt
0 1.!5"{11.}FDOTSP-9.5F1NEIIIXASPfiALT-MIN951 OENSITYW.MARSHALLSTABIUTYTeiTMEJHOO

@ : - fllO !SSJ  ':-EiH M i
@ 6" (IN.) CRUSHED CONCRETE B,l,SE MATERW_- MIN L8II 1211&:MINQH,:MODIFEDPROCTORIOO(IJR'l'OUIS/lY
PEIIASTM0-1!557

© ;0<1:•luC:-: roM Fl El;RO R Rl'-i:: PEHASTIIIIJ-15:i7
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FIRE HYDRANT/FDC ASSljMBLY SCHEMAT!

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Permit No. 48-108279-F.!

FIRE DEPARTMENT CONNECTION DETAIL  I	P lo,U=m,IJ..C
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xhibit No. 2.0	Permit No. 48-108279-P	age16 of 16

SECTION A

Customer Call Log - Valencia Water Control District	
Date	Name	Subdivision	Address	Issue	Pond/Canal Name	Resolution	Date Resolved	

6/12/23	

David Wolkosz	

Whisperwood (Orangewood HOA)	

N/A	

Pond owned by the HOA needs to be maintained, the structure is blocked and water is staged much higher than it should be.	

C-12 Canal Tract C	
Mr. Flint reached out to Mr. Wolkosz who is a representative of the Orangewood HOA. There is no management company, they are self maintained. Mr. Wolkosz advised they would address the issues with the pond and report back when it is fixed.	

TBD	

7/11/23	

John Dunwoody	

Waterview Reserve	

N/A	After 7/11/23 meeting, staff reviewed Waterview subdivision and confirmed that all District signage and poles were gone from the locations. Mr. Flint reached out to Mr. Dunwoody on the HOA to ask if they had any knowledge of who may have removed them.	

N/A	
Mr. Dunwoody replied that neither he, nor rest of members of the BOD had any knowledge of how or who removed the signs and poles. Mr. Flint replied that the District would be re-installing them as soon as possilble.	

7/19/23	

7/17/23	

Michelle Moradi (HOA)	

Parkview Pointe HOA	

5803-5809 Plum Pudding Ct.	Resident brought picture to clubhouse showing a gap in mowing between District and homeowner property behind several houses. Asked if District would mow it.	

Parkview Pointe Pond	

Mr. Brown reviewed the area again and mowed the strip to match.	

7/19/23	

7/20/23	

Sarah Reardon	

Somerset	

5410 E. Sacramento Court	Valencia WCD sent letter to resident on 7/17/23 due to unauthorized landscape and hardscape improvements the homeowner had installed within the District's access easement that needed to be removed. She called to find out where the 20' easement started as she thought her property went to the waters edge.	

Somerset Pond 2	

Mr. Flint advised that the 20' easement started from the rear of her property line towards the house that needed to remain clear. She requested someone come out to show her in person. Mr. Flint met resident at the property on 7/31/23.	

7/31/23	

7/24/23	

Maria Cardenas (HOA)	

Windsor Walk HOA	

N/A	

Sent screenshot of gator in the water that a resident/person posted on social media. Said it was alledgely in one of their ponds at the community entrance. Asked if Valencia would report to FWC.	

Windsor Walk Ponds	Stacie V. reached out to FWC to attempt to permit a tracker but could not due to not knowing the exact location nor size of gator. Reported back to Maria that more information was needed from the resident or the resident needed to call FWC and provide Valencia with reference number to authorize the trapper.	

7/25/23	

7/25/23	

Ursula Annunziata	

Deer Creek	

5414 Deer Creek Drive	
Advised pond behind home and others in the neighborhood were in need of treatment.	

Deer Creek Pond 4	Stacie V. reached out to aquatic vendor and they advised tech would be out by end of the week. Resident called back on 7/27/23 to confirm technician was on site and treatment was done.	

7/27/23	

8/2/23	

Jamie Green	

Deer Creek	

5244 Deer Creek Drive	

Wanted to know who maintaned pond behind home as it was overgrown with vegetation.	

Deer Creek Village HOA Pond	Stacie V. advised resident that the pond was owned by the Deer Creek Village HOA and not tied to the District's stormwater management system. Instructed her to call the association manager or clubhouse manager to inquire on treatment. Also sent message to HOA contact via e-mail.	

8/3/23	

Item Pending Resolution/Follow Up from Previous Meeting